Multi-Scale Modeling of Structural Concrete

Multi-Scale Modeling of Structural Concrete

Volumn , Issue , 2008, Pages 1-655

  Maekawa, Koichi ^a   Ishida, Tetsuya ^a   Kishi, Toshiharu ^b  

^a Department of Civil Engineering ^*  (Japan)

^b UNIVERSITY OF TOKYO   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85074546321     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9781482288599     Document Type: Book

References (478)

1. Asamoto, S., Ishida, T. and Maekawa, K. (2006). "Time-dependent constitutive model of solidifying concrete based on thermodynamic state of moisture in fi ne pores." JACT, 4(2).
2. Asamoto, S., Ishida, T. and Maekawa, K. (2008). "Investigations into volumetric stability of aggregates and shrinkage of concrete as a composite." JACT, 6(1), 77-90.
3. El-Kashif, K. F. and Maekawa, K. (2004). "Time-dependent nonlinearity of compression softening in concrete." JACT, 2(2).
4. El-Kashif, K. F. and Maekawa, K. (2004). "Time-dependent post-peak softening of RC members in fl exure." JACT, 2(3) 301-315.
5. Gebreyouhannes, E., Chijiwa, N., Fujiyama, C. Maekawa, K. (2008). "Shear fatigue simulation of RC beams subjected to fi xed pulsating and moving loads." JACT, 6(1), 215-226.
6. Gebreyouhannes, E., Kishi, T. and Maekawa, K. (2008). "Shear fatigue response of cracked concrete interface." JACT, 6(3).
7. Ishida, T. and Li, C. (2008). "Modeling of carbonation based on thermo-hygro physics with strong coupling of mass transport and equilibrium in micro-pore structure of concrete." JACT, 6(2).
8. Ishida, T., Miyahara, S. and Maruya, T. (2008). "Chloride binding capacity of mortars made with various Portland cements and admixtures." JACT, 6(2).
9. Ishida, T., Maekawa, K. and Soltani, M. (2004). "Theoretically identifi ed strong coupling of carbonation rate and thermodynamic moisture states in micro-pores of concrete." JACT, 2(2).
10. Maekawa, K. and El-Kashif, K. F. (2004). "Cyclic cumulative damaging of reinforced concrete in post-peak regions." JACT, 2(2).
11. Maekawa, K., Fukuura, N. and Soltani, M. (2008). "Path-dependent high cycle fatigue modeling of joint interfaces in structural concrete." JACT, 6(1), 227-242.
12. Maekawa, K., Gebreyouhannes, E., Mishima, T. and An, X. (2006). "Three- dimensional fatigue simulation of RC slabs under traveling wheel-type loads." JACT, 4(3) 445-457.
13. Maekawa, K., Ishida, T. and Kishi, T. (2003). "Multi-scale modeling of concrete performance: integrated material and structural mechanics (invited)." JACT, 1(2), 91-126.
14. Maekawa, K., Soltani, M., Ishida, T. and Itoyama, Y. (2006). "Time-dependent space-averaged constitutive modeling of cracked RC subjected to shrinkage and sustained loads." JACT, 4(1) 193-207.
15. Maekawa, K., Toongoenthong, K., Gebreyouhannes, E. and Kishi, K. (2006). "Direct path-integral scheme for fatigue simulation of reinforced concrete in shear." JACT, 4(1) 159-177.
16. Nakarai, K., Ishida, T. and Maekawa, K. (2006). "Modeling of calcium leaching from cement hydrates coupled with micro-pore formation." JACT, 4(3) 395-407.
17. Toongoenthong, K. and Maekawa, K. (2004). "Interaction of pre-induced damages along main reinforcement and diagonal shear in RC members." JACT, 2(3).
18. Toongoenthong, K. and Maekawa, K. (2005). "Multi-mechanical approach to structural performance assessment of corroded RC members in shear." JACT, 3(1) 107-122.
19. Toongoenthong, K. and Maekawa, K. (2005). "Computational performance assessment of damaged RC members with fractured stirrups." JACT, 3(1) 123-136.
20. Toongoenthong, K. and Maekawa, K. (2005). "Simulation of coupled corrosive product formation, migration into crack and propagation in reinforced concrete sections." JACT, 3(2), 253-265.
21. Alca, N., Alexander, S. D. B. and MacGregor, J. G. (1997). "Effect of size on fl exural behavior of high strength concrete beams." Journal of ACI Structural, 94(1), 59-67.
22. Al-Sulaimani, G. J., Kaleemullah, M., Basunbul, I. A. and Rasheeduzzafar (1990). "Infl uence of corrosion and cracking on bond behaviour and strength of reinforced concrete members." Journal of ACI Structural, 87(2), 220-231.
23. American Concrete Institute 222R-96. (2001). Corrosion of Materials in Concrete. ACI.
24. American Concrete Institute Committee 209. (2005). "Report on factors affecting shrinkage and creep of hardened concrete." ACI, 209.1R-05.
25. American Concrete Institute Committee 215 (1982). Fatigue of Concrete Structures. Shah, S. P. ed., ACI.
26. An, X., Maekawa, K. and Okamura, H. (1997). "Numerical simulation of size effect in shear strength of RC beams." Journal of Materials, Concrete Structures and Pavement, JSCE, V-35(564), 297-316.
27. Andrade, C., Alonso, C. and Molina, F. J. (1993). "Cover cracking as a function of bar corrosion; Part I: Experimental Test." Materials and Structures, 26, RILEM, 453-464.
28. Aoki, S., Miura, N., Takeda, N. and Sogo, S. (1994). "Strength development of high-strength concrete with belite high-content cement under high temperature rise." Proceedings of JCI, 16(1), 1317-1322.
29. Arai, M., Tamura, H., Sekiguchi, K., Umeda, H., Iwashimizu, T., Tatematsu, K., Ohashi, M., Urano, H., Kimura, Y., Akashi, T., Motoki, R., Yamasaki, J., Sotoya, Y., Imamoto, K., Annoura, T., Tohyama, S. and Fujisawa, I. (1999). (2000). "Study on infl uence of aggregate quality on drying shrinkage of concrete (Parts 1-8)." Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, A-1 (materials and constructions), 741-746 (1999), 645-654 (2000) (in Japanese).
30. Arai, Y. (1984). Chemistry of Cement Materials, Dai-Nippon Tosho Publishing Co., Ltd., Tokyo.
31. Architecture Institute of Japan. (2003). Shrinkage Cracking in Reinforced Concrete Structures: Mechanisms and Practice of Crack Control.
32. Arthanari, S. and Yu, C. W. (1967). "Creep of concrete under uniaxial and biaxial stresses at elevated temperatures." Magazine of Concrete Research, 19(60), 149-156.
33. Asamoto, S. (2006). "Enhanced Multi-scale Constitutive Model of Solidifying Cementitious Composites and Application to Cracking Assessment of Concrete Structures." PhD Thesis, The University of Tokyo.
34. Asamoto, S. and Ishida, T. (2003). "Influence of liquid characteristic and its distribution in micro-pore on time-dependent mechanical behavior of concrete." Advances in Cement and Concrete, Proceedings of a conference held at Copper Mountain Colorado, 181-190.
35. Asamoto, S. and Ishida, T. (2005). "Coupled analysis of moisture state and mechanical behavior under arbitrary temperature conditions." Proceedings of JCI, 27(1), 451-456 (in Japanese).
36. Asamoto, S., Ishida, T. and Maekawa, K. (2006). "Time-dependent constitutive model of solidifying concrete based on thermodynamic state of moisture in fi ne pores." Journal of Advanced Concrete Technology, 4(2), 301-323.
37. ASTM C 876-91. (1999). Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete. ASTM, USA.
38. ASTM G1-03. (2002). Standard Test Practice for Preparing, Cleaning and Evaluating Corrosion Test Specimens. ASTM, USA.
39. Atimtay, E. and Ferguson, P. M. (1973). "Early chloride corrosion of reinforced concrete: a test report." Journal of ACI, 70(9).
40. Atkinson, A. and Nickerson, A. K. (1984). "The diffusion of ions through water- saturated cement." Journal of Materials Science, 19, 3068-3078.
41. Auyeung, Y. B., Balaguru, P. and Chung, L. (2000). "Bond behavior of corroded reinforcement bars." ACI Materials Journal, 97(2), 214-220.
42. Award, M. E. and Hilsdorf, H. K. (1974). "Strength and deformation characteristics of plain concrete subjected to high repeated and sustained loads." ACI publication, SP 41-1, 1-13.
43. Ayano, K. and Sakata, K. (1997). "Concrete shrinkage strain under the actual atmosphere." Proceedings of JCI, 19(1), 709-714.
44. Badmann, R., Stockhausen, N. and Setzer, M. J. (1981). "The statistical thickness and the chemical potential of adsorbed water fi lms." J. Coll. Interf. Sci., 82(2), 534-542.
45. Bamforth, P. B. (1987). "The relationship between permeability coeffi cients of concrete using liquid and gas." Magazine of Concrete Research, 39, 3-11.
46. Barneyback, R. S. and Diamond, S. (1981). "Expression and analysis of pore fl uids from hardened cement pastes and mortars." Cement and Concrete Research, 11, 279-285.
47. Bazant, Z. P. (1979). "Physical model for steel corrosion in concrete sea structures: theory." Journal of Structural Division, ASCE, 105(ST6), 34-45.
48. Bazant, Z. P. (1988). Mathematical Modeling of Creep and Shrinkage of Concrete. John Wiley & Sons, Inc.
49. Bazant, Z. P. and Panula, L. (1978a). "Practical prediction of time-dependent deformations of concrete Part I: Drying shrinkage, Part II: Basic creep." Materials and Structures, 11(65), 307-328.
50. Bazant, Z. P. and Panula, L. (1978b). "Practical prediction of time-dependent deformations of concrete Part III: Drying creep, Part IV: Temperature effect on basic creep." Materials and Structures, 11(66), 415-434.
51. Bazant, Z. P. and Panula, L. (1979). "Practical prediction of time-dependent deformations of concrete Part V: Temperature effect on drying creep." Materials and Structures, 12(69), 169-174.
52. Bazant, Z. P. and Prasannan S. (1989). "Solidifi cation theory for concrete creep, I. Formulation, II. Verifi cation and application." Journal of Engineering Mechanics, 115(8), 1691-1725.
53. Beaudoin, J. J., Ramachandran, V. S. and Feldman, R. F. (1990). "Interaction of chloride and C-S-H." Cement and Concrete Research, 20, 875-883.
54. Bentz, D. P. and Garboczi, E. J. (1991). "Percolation of phases in a three-dimensional cement paste microstructure model." Cement and Concrete Research, 21, 325-344.
55. Benveniste, Y. (1987). "A new approach to the application of Mori-Tanaka's theory in composite materials." Mechanics of Materials, 6, 147-157.
56. Berner, U. R. (1988). "Modelling the incongruent dissolution of hydrated cement minerals." Radiochimica Acta, 44/45, 387-393.
57. Berra, B. (2003). "Steel-concrete bond deterioration due to corrosion: fi nite-element analysis for different confi nement levels." Magazine of Concrete Research, 3, June.
58. Boothby, T. E. and Laman, J. A. (1999). "Cumulative damage to bridge concrete deck slabs due to vehicle loading." Journal of Bridge Engineering, ASCE, 4(1), 80-82.
59. Breugel, K. (1991). "Simulation of Hydration and Formation of Structure in Hardening Cement-Based Materials." PhD Thesis, Delft Technological Institute.
60. Broomfi eld, J. P. (1997). "Corrosion of steel in concrete." Chapter 6, Electrochemical Repair Techniques, E & FN Spon, London.
61. Browne, R. D. (1967). "Properties of concrete in reactor vessels." Proceedings of Conference on Prestressed Concrete Pressure Vessels, group C, 131-151.
62. Browne, R. D. (1980). "Mechanisms of corrosion of steel in concrete in relation to design, inspection, and repair of offshore and coastal structures." Performance of Concrete in Marine Environment, ACI, SP-65, 169-204.
63. Brunauer, S., Emmet, P. H. and Teller, E. (1938). "Adsorption of gases in multimolecular layers." Journal of American Chemical Society, 60.
64. BS 8110. (1997). "Structural use of concrete." Code of Practice for Design and Construction.
65. Buil, M., Revertegat, E. and Oliver, J. (1992). "A model of the attack of pure water or under saturated lime solutions on cement." ASTM STP 1123, 227-241.
66. Bujadham, B. and Maekawa, K. (1992). "Qualitative studies on mechanisms of stress transfer across cracks in concrete." Proceedings of JSCE, 451(17), 265-275.
67. Byung, H. O., Bong, S. J. and Seong, C. L. (2004). "Chloride diffusion and corrosion initiation time of reinforced concrete structures." Proceedings of the International Workshop on Microstructure and Durability, Sapporo, Japan.
68. Cabrera, J. G. (1996). "Deterioration of concrete due to reinforcement steel corrosion." Cement and Concrete Composites, 18, 47-59.
69. Cabrera, J. G. and Ghoddoussi, P. (1992). "The effect of reinforcement corrosion on the strength of the steel concrete bond." Proceedings of the International Conference on Bond in Concrete, Riga, Latvia, 10/11-10/24.
70. Cano-Barrita, P. F. de J., Balcom, B. J., Bremner, T. W., MacMillan, M. B. and Langley, W. S. (2004). "Moisture distribution in drying ordinary and high performance concrete cured in a simulated hot dry climate." Material and Structures, 37, 522-531.
71. Carol, I., Prat, P. C. and Lopez, C. M. (1997). "Normal/shear cracking model: application to discrete crack analysis." Journal of Engineering Mechanics, 123(8), 765-773.
72. CEB. (1992). Durable Concrete Structures, CEB Design Guide, Thomas Telford, 3-7.
73. Cebeci, O. Z., Al-Noury, S. I. and Mirza, W. H. (1989). "Strength and drying shrinkage of masonry mortars in various temperature-humidity environments." Cement and Concrete Research, 19, 53-62.
74. Cervenka, V. and Cervenka, J. (1996). "Computer simulation as a design tool for concrete structures." ICCE-96, Bahrain.
75. Chali, A., Dilger, W. and Neville, A. M. (1969). "Time-dependent forces induced by settlement of supports in continuous reinforced concrete beams." Journal of ACI, November, 907-915.
76. Chang, T. S. and Kesler, C. E. (1958). "Fatigue behavior of reinforced concrete beams." Journal of ACI, 55(14), 245-254.
77. Chaube, R. P., Shimomura, T. and Maekawa, K. (1993). "Multiphase water movement in concrete as a multi-component system." Proceedings of the 5th International ConCreep RILEM Symposium, 139-144.
78. Chijiwa, N. (2006). "Time dependent simulation of reinforced concrete subjected to coupled mechanistic and environmental actions." 6th International PhD Symposium in Civil Engineering, Zurich.
79. Chong, K. T., Gilbert, R. I. and Foster, S. J. (2004). "Modeling time-dependent cracking in reinforced concrete using bond-slip interface elements." Computers and Concrete, 1(2), 151-168.
80. Claeson, C. and Gylltoft, K. (2000). "Slender concrete column subjected to sustained and short-term eccentric loading." Journal of ACI Structural, 97(1), 45-52.
81. Collins, M. P. and Vecchio, F. (1982). "The response of reinforced concrete to in-plane shear and normal stresses." University of Toronto.
82. Connell, L. D. and Bell, P. R. F. (1993). "Modeling moisture movement in revegetating waste heaps: I. Development of a fi nite element model for liquid and vapor transport." Water Resources Research, 29 (5), 1435-1443.
83. Copeland, L. E. and Hayes, J. C. (1956). "Porosity of hardened Portland cement paste." Journal of ACI, 52-39, 633-640.
84. Cornelissen, H. A. W. and Reinhardt, H. W. (1984). "Uniaxial tensile fatigue failure of concrete under constant-amplitude and program loading." Magazine of Concrete Research, 36(129), 216-226.
85. Coronelli, D. (2002). "Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete." Journal of ACI Structural, 99(3), 267-276.
86. Coronelli, D. and Gambarova, P. (2004). "Structural assessment of corroded reinforced concrete beams: modeling guidelines." Journal of Structural Engineering, ASCE, 130(8), 1214-1224.
87. Cowell, W. L. (1965). Dynamic Tests of Concrete Reinforcing Steels. Technical Reports R384, Naval Civil Engineering Laboratory, Port Hueneme, Calif.
88. Cusack, N. E. (1987). The Physics of Structurally Disordered Matter. Bristol edition.
89. Czernin, W. (1969). Cement Chemistry for Construction Engineers, translated by Kichiro Tokune, Giho-do.
90. Daimon, M., Abo-El-Enein, S. A., Hosaka, G., Goto, S. and Kondo, R. (1977). "Pore structure of calcium silicate hydrate in hydrated tricalcium silicate." Journal of American Ceramic Society, 60(3-4), 110-114.
91. Denny, A. J. (1996). Principles and Prevention of Corrosion, 2nd edition, New Jersey, Prentice Hall.
92. Dhakal, R. P. and Maekawa, K. (2002). "Modeling for post-yield buckling of reinforcement bar including buckling." Journal of Structural Engineering, ASCE, 128(9), 1139-1147.
93. Dhir, R. K., Hewlett, P. C. and Chan, Y. N. (1989). "Near surface characteristics of concrete: intrinsic permeability." Magazine of Concrete Research, 41(147), 87-97.
94. Dhir, R. K., Hewlett, P. C. and Dyer, T. D. (1996). "Infl uence of microstructure on the physical properties of self-curing concrete." Journal of ACI, 93(5), 465-471.
95. El-Bahy, A., Kunnath, S. K., Stone, W. C. and Taylor, A. W. (1999). "Cumulative seismic damage of circular bridge columns: benchmark and low-cycle fatigue tests." Journal of ACI Structural, 96(4), July-August.
96. El-Kashif, K. F. and Maekawa, K. (2004a). "Time-dependent nonlinearity of compression softening in concrete." Journal of Advanced Concrete Technology, Japan Concrete Institute, 2(2), 233-247.
97. El-Kashif, K. F. and Maekawa, K. (2004b). "Time-dependent post-peak softening of RC members in fl exure." Journal of Advanced Concrete Technology, JCI, 2(3), 301-315.
98. England, G. L. and Illston, J. M. (1965). "Methods of computing stress in concrete from a history of measured strain Part 1." Civil Engineering and Public Works Review, 60 (4), 513-517.
99. England, G. L. and Illston, J. M. (1965). "Methods of computing stress in concrete from a history of measured strain Part 2." Civil Engineering and Public Works Review, 60 (5), 692-694.
100. England, G. L. and Illston, J. M. (1965). "Methods of computing stress in concrete from a history of measured strain Part 3." Civil Engineering and Public Works Review, 60 (6), 847-848.
101. England, G. L. and Ross, A. D. (1962). "Reinforced concrete under thermal gradients." Magazine of Concrete Research, 14(40), 5-12.
102. Enright, M. P. and Frangopol, D. M. (1998). "Service-life prediction of deteriorating concrete bridges." Journal of Structural Engineering, ASCE, 124(3), 309-317.
103. Esaki, F. and Ono, M. (2001). "Effect of loading rate on mechanical behavior of SRC shear walls." Steel and Composite Structures, 1(2), 201-212.
104. Espion, B. and Wastiels, J. (1989). "Creep and shrinkage tests carried out within the research program FRFC-FKFO 2.90001.80 on the behavior of partially prestressed concrete beams under long term sustained loading." Research report, Brussels Free University, Brussels, Belgium.
105. Espion, B. and Halleux, P. (1991). "Long term behavior of prestressed and partially presstressed concrete beams: experimental and numerical results - computer analysis of the effects of creep, shrinkage, and temperature changes on concrete structures." ACI Special Publication, 129, 19-38.
106. Famy, C., Scrivener, K. L., Atkinson, A. and Brough, A. R. (2002). "Effect of an early or a late heat treatment on the microstructure and composition of inner C-S-H products of Portland cement mortars." Cement Concrete Research, 32, 269-278.
107. Feldman, R. F. and Sereda, P. J. (1968). "A model for hydrated Portland cement paste as deduced from sorption-length change and mechanical properties." Material Construction, 1(6) 509-519.
108. Feldman, R. F. and Sereda, P. J. (1970). "A new model for hydrated cement and its practical implications." Engineering Journal, 53, 53-59.
109. Freiser, H. and Fernando, Q. (1963). Ionic Equilibria in Analytical Chemistry, John Wiley & Sons, Inc.
110. Frenaij, J. W. I. J., Walraven, J. C. and Reinhardt, H. W. (1988). "Time-dependent shear transfer in cracked reinforced concrete." Delft University Press.
111. Fujii, K. and Kondo, W. (1974). "Kinetics of the hydration of tricalcium silicate." Journal of American Ceramic Society, 57(11), 492-497.
112. Fujiwara T. (1984). "Change in length of aggregate due to drying." Bulletin of the International Association of Engineering Geology, 30, 225-227.
113. Funato, M., Hashimoto, M. and Kuramochi, S. (1991). "Method of quantitative analysis of silica gel generated by carbonation of cement hydrates." Proceedings of Cement and Concrete, 44, 252-257.
114. Gao, L. and Hsu, T. T. C. (1998). "Fatigue of concrete under uniaxial compression cyclic loading." Journal of ACI Structural, 95, 575-581.
115. Garboczi, E. J. (1990). "Permeability, diffusivity and microstructural parameters: a critical review." Cement and Concrete Research, 20, 591-601.
116. Gebreyouhannes, E. (2006). "Shear transfer of cracked concrete under fatigue loading." Proceedings of 6th International PhD Symposium in Civil Engineering, Zurich.
117. Gebreyouhannes, E., Kishi, T. and Maekawa, K. (2006). "Response of cracked concrete interfaces subjected to reversed cyclic shear loading and the effect of water." Proceedings of the 10th East Asia-Pacifi c Conference on Structural Engineering and Construction.
118. Gérard, B., Le Bellego, C. and Bernard, O. (2002). "Simplifi ed modeling of calcium leaching of concrete in various environments." Materials and Structures, 35, 632-640.
119. Gilbert, R. I. (1999). "Defl ection calculation for reinforced concrete structures: why we sometimes get it wrong." Journal of ACI Structural, 96(6), 1027-1032.
120. Gilbert, R. I. (2004). "Time-dependent cracking in reinforced concrete beams and slabs" Proceedings of fi b Symposium: The Challenge of Creativity, Avignon, France, CD-6, 298-299.
121. Gilbert, R. I. and Smith, S. T. (2005). "Strain localization and its impact on the ductility of reinforced concrete slabs containing 500 MPa reinforcement." Proceedings of 18th Aust. Conf. Mech. Structures and Materials, (ACMSM18), Deeks and Hao (eds), 2, 811-817.
122. Gjørv, O. E. and Sakai, K. (1995). "Testing of chloride diffusivity for concrete." Proceedings of the International Conference on Concrete Under Severe Conditions, CONSEC95, 645-654.
123. Glass, G. K., Page, C. L. and Short, N. R. (1991). "Factors affecting the corrosion rate of steel in carbonated mortars." Corrosion Science, 32(12), 1283-1294.
124. Glass, G. K., Hassanein, N. M. and Buenfeld, N. R. (1997). "Neural network modeling of chloride binding." Magazine of Concrete Research, 49(181), 323-335.
125. Glasser, F. P., Kindness, A. and Stronach, S. A. (1999). "Stability and solubility relationships in AFm phases Part I. Chloride, sulfate and hydroxide", Cement and Concrete Research, 29, 861-866.
126. Glucklich, J. (1959). "Rheological behavior of hardened cement paste under low stress." Journal of ACI, 56 (23), 327-337.
127. Goto, S. and Roy, D. M. (1981). "The effect of W/C ratio and curing temperature on the permeability of hardened cement paste." Cement and Concrete Research, 11, 575-579.
128. Goto, T. and Uomoto, K. (1993). "Rate of alite hydration." Annual meeting of ACI, 47, 44-49.
129. Goto, Y. and Fujiwara, T. (1979). "Effect of aggregate on drying shrinkage of concrete." Proceedings of JSCE, 286, 125-137, (in Japanese).
130. Graddy, J. C., Kim, J., Whitt, J. H., Burns, N. H. and Klinger, R. E. (2002). "Punching-shear behavior of bridge decks under fatigue loading." Journal of the ACI Structural, 99(3), 257-266.
131. Gross, H. (1973). "On high-temperature creep of concrete." 2nd International Conference on Structural Mechanics Reactor Technology, Berlin, H, H6/5.
132. Gross, H. (1975). "High-temperature creep of concrete." Nuclear Engineering and Design, 32, (1), 129-147.
133. Guo, X. H. and Gilbert, R. I. (2002). "An experimental study of reinforced concrete fl at slabs under sustained service loads." UNICIV Report R-407.
134. Halamickova, P. et al. (1995). "Water permeability and chloride ion diffusion in Portland cement mortars: relationship to sand content and critical pore diameter." Cement and Concrete Research, 25(4), 790-802.
135. Hall, C. (1989). "Water sorptivity of mortars and concretes: a review." Magazine of Concrete Research, 41(147), 51-61.
136. Hamada, M. (1969). "Carbonation of concrete and corrosion of reinforcement." Cement and Concrete, 272, Japan Cement Association, 2-18.
137. Hanehara, S. and Tobiuchi, K. (1991). "Low-heat cement." Cement and Concrete, 535, 12-24.
138. Hannant, D. J. (1967). "Strain behavior of concrete up to 95�C under compressive stresses." Proceedings of Conference on Prestressed Concrete Pressure Vessels, group C, 177-191.
139. Hansen, T. and Nielsen, K. (1965). "Infl uence of aggregate properties on concrete shrinkage." Journal of the ACI, 62(7), 783-794.
140. Harada, S., Maekawa, K., Tsuji, Y. and Okamura, H. (1991). "Non-linear coupling analysis of heat conduction and temperature-dependent hydration of cement." Concrete Library of JSCE, 18.
141. Hasan, H. O., Cleary, D. B. and Ramirez, J. A. (1998). "Performance of concrete bridge decks and slabs reinforced with epoxy-coated steel under repeated loading." Bond and Development of Reinforcement, ACI, SP180-17, 391-404.
142. Hawkins, N. M. (1974). "Fatigue characteristics in bond and shear of reinforced concrete beams." ACI publication SP-41, 203-236.
143. Hearn, N., Detwiler, R. J. and Sframeli, C. (1994). "Water permeability and microstructure of three old concretes." Cement and Concrete Research, 24, 633-640.
144. Heffernan, P. J., Erki, M. and DuQuesnay, D. L. (2004). "Stress redistribution in cyclically loaded reinforced concrete beams." Journal of the ACI Structural, 101(2), 261-268.
145. Higai, T. (1978). "Fundamental study on shear failure of reinforced concrete beams." Proceedings of JSCE, No.279, 113-126.
146. Hillerborg, A. (1985). "A modified absorption theory." Cement and Concrete Research, 15, 809-816.
147. Hilsdorf, H. K. (1980). "Unveroffentlichte Versuche an der MPA Munchen." Private communication with Bazant, in Bazant, Z. P., Kim, J. and Panula, L. (1991). "Improved prediction model for time-dependent deformations of concrete. Part I: Shrinkage." Materials and Structures, 24(65), 327-345.
148. Hirose, T., Fujisawa, T., Nagayama, I., Yoshida, H. and Sasaki, T., (2001). "Design criteria for trapezoid-shaped CSG dams." International Commission on Large Dams 2001 Workshop, Dresden.
149. Hisasue, K. and Maekawa, K. (2005). "Time-dependent tension stiffness of reinforced concrete and effect of drying shrinkage." Transaction of JSCE, V, 555-556 (in Japanese).
150. Holmen, J. O. (1982). "Fatigue of concrete by constant and variable amplitude loading." Fatigue of Concrete Structures Detroit, ACI publication SP-75, 71-110.
151. Hori, M. (1962). "Strength of cementitious material based on surface energy." Journal of the Ceramic Association, Japan, 70, 54-59. (in Japanese).
152. Horiuchi, Z., Sugiyama, T., Tsuji, Y. and Hashimoto, C. (1998). "A study on the pore structure of concretes containing fl y ash by electrical potential method." Proceedings of JCI, 20(1), 203-208 (in Japanese).
153. Houst, Y. F. and Wittmann, F. H. (1994). "Infl uence of porosity and water content on the diffusivity of CO2 and O2 through hydrated cement paste." Cement and Concrete Research, 24(6), 1165-1176.
154. Hsu, T. T. C. (1981) "Fatigue of plain concrete." Journal of the ACI, Proceedings 78(4), 292-305.
155. Hwan, O. B. (1991). "Fatigue life distributions of concrete for various stress levels." ACI Journal Material, 88(2), 122-128.
156. Igarashi, S. (2002). "Effect of ductile reinforcement covering surface of member." Proceedings of JCI, 24(2), 1273-1278.
157. Ikeda, S. and Uji, K. (1980). "Studies on the effect of bond on the shear behavior of reinforced concrete beams." Journal of JSCE, 293, 101-109.
158. Ikegami, M., Sato, H., Ichiba, T., Otsuki, N., Nishida, T., Terashi, M. and Oishi, K. (2004). "Simplifi ed prediction method for degradation process of cement treated soil." Proceedings of Japan Civil Engineering Society, 59(3), 1073-1074 (in Japanese).
159. Imamoto, K. and Arai, M. (2005). "The infl uence of specifi c surface area of coarse aggregate on drying shrinkage of concrete." Creep and Shrinkage and Durability Mechanics of Concrete and Other Quasi-brittle Materials (ConCreep.7), Nantes, France, 95-100.
160. Imamoto, K., Ishii, S. and Arai, M. (2006). "Drying shrinkage properties of concretes with several kinds of aggregate and the infl uence of specifi c surface areas of the aggregates." Journal of Structural and Construction Engineering, Architectural Institute of Japan, 606, 9-14 (in Japanese).
161. Imoto, H., Kurashige, R., Hironaga, M. and Yokozeki, K. (2004). "Leaching behavior of Portland cement hydrate in sodium chloride solution." Proceedings of JCI, 26(1), 903-908 (in Japanese).
162. Inoue, H., Sakai, E. and Daimon, M. (2002). "Analysis of hydration of calcium fi ller cement." Proceedings of Cement and Concrete, 56, 42-49.
163. Irawan, P. and Maekawa, K. (1994). "Three-dimensional analysis of strength and deformation of confi ned concrete columns." Concrete Library of JSCE, 24, 47-70.
164. Iriya, K., Hiramoto, M., Hattori, T. and Umehara, H. (1998). "Study on compressive creep in concrete at early age." Proceedings of JSCE, 599(V-40), 1-14.
165. Ishida, T. and Maekawa, K. (1999). "An integrated computational system for mass/ energy generation, transport and mechanics of materials and structures." Journal of JSCE, 627(44).
166. Ishida, T. and Maekawa, K. (2000). "An integrated computational system for mass/energy generation, transport, and mechanics of materials and structures." Concrete Library of JSCE, 36, 129-144.
167. Ishida, T. and Maekawa, K. (2002). "Solidifi ed cementitious material-structure model with coupled heat and moisture transport under arbitrary ambient conditions." Proceedings of FIB Congress 2002, Osaka.
168. Ishida, T., Chaube, R. P., Kishi, T. and Maekawa, K. (1997). "Analysis of autogenous and drying shrinkage of concrete based on its microstructure." Proceedings of JSCE, 578(V-37), 111-121 (in Japanese).
169. Ishida, T., Chaube, R. P., Kishi, T. and Maekawa, K. (1998). "Modeling of pore water content in concrete under generic drying-wetting conditions." Concrete Library of JSCE, 31, 275-288.
170. Ishida, T., Kishi, T. and Maekawa, K. (2007). "Enhanced modeling of moisture equilibrium and transport in cementitious materials under arbitrary temperature and relative humidity history." Cement and Concrete Research, 37, 565-578.
171. Israelachvili, J. N. (1985) Intermolecular and Surface Forces with Applications to Colloidal and Biological Systems. Academic Press, London.
172. Ito, H. and Fujiki, Y. (1987). "About concrete blended blast furnace slag." Proceedings of JSCE Symposium on Application of Blast Furnace Slag to Concrete, 37-42.
173. Ito, K., Kishi, T. and Uomoto, T. (2002). "Microstructure of hardened cement paste formed in various curing temperatures." Proceedings of JCI, 24(1), 489-490.
174. Iwata, G. and Ishida, T. (2003). "Temperature sensitivity of moisture equilibrium in cementitious material." Proceedings of JCI, 25(1), 515-520 (in Japanese).
175. Izuno, K., Iemura, H., Yamada, Y. and Fujisawa, S. (1993). "Seismic damage assessment of RC structures using different hysteretic models." Memories of The Faculty of Engineering, Kyoto University, 55(1), 1-19.
176. Jansen, D. and Shah, S. P. (1997). "Effect of length on compressive strain softening of concrete." Journal of Engineering Mechanics, ASCE, 123(1), 25-35.
177. Jansen, D. C., Shah, S. P. and Rossow, E. C. (1995). "Stress-strain results of concrete from circumferential strain feedback control testing." ACI Material Journal, 92(4), 419-428.
178. Japan Cement Association. (2001). Hardened Cement Paste Research Committee Report, 292-301.
179. Japan Concrete Institute (1993). "The report of the JCI Committee on Carbonation." JCI (in Japanese).
180. Japan Society for Analytical Chemistry, The (2005). Study Group on X-ray Analyses, Practical Side of Powder X-ray Analysis: Introduction to Rietveld Analysis, 54-58.
181. Japan Society of Civil Engineers (1998a). "Long-term research on carbonation and corrosion of concrete using fl y ash (Final report)." Tokyo, Concrete Library of JSCE, 64, 16 (in Japanese).
182. Japan Society of Civil Engineers (1998b). "Recommendation for design and construction of concrete using blast furnace slag." Tokyo, Concrete Library of JSCE, 63, 56-57 (in Japanese).
183. Japan Society of Civil Engineers (2000) "Creep and drying shrinkage of concrete II." JSCE (in Japanese).
184. Japan Society of Civil Engineers (2002). Standard Specifi cation for Design and Construction of Concrete Structures. (English version of Structural Performance Verifi cation).
185. Japan Society of Civil Engineers Concrete Committee (2005). "Interim report on deterioration of Tarui bridge" (in Japanese).
186. Japan Society of Civil Engineers. (2005). "Report on safety and serviceability of ASR damaged RC structures." Tokyo, Concrete Library of JSCE, 124.
187. John, J., Hiari, K. and Mihashi, H. (1990). "Infl uence of environmental moisture and temperature on carbonation of mortar." Concrete Research and Technology, JCI, 1(1), 85-94 (in Japanese).
188. Kakuta, Y. and Fujita Y. (1982). "Fatigue strength of reinforced concrete slabs failing by punching shear." Proceedings of JSCE, 317, 149-157.
189. Kaneko, R. and Ohgishi, S. (1991). "Direct-tension and splitting tensile fatigue characteristics on plain concrete." Journal of Structural and Construction Engineering, Architectural Institute of Japan, 419(1), 31-38.
190. Kaplan, S. A. (1980). "Factors affecting the relationship between rate of loading and measured compressive strength of concrete." Magazine of Concrete Research, 32(111), 79-88.
191. Kato, H., Miyagawa, T., Nakamura, A. and Doi, H. (2003). "Behaviors of chloride ions and effects of gypsum on corrosion of steel reinforcement in mortar using ground granulated blast furnace slag." Proceedings of JSCE, 746(61), 1-12.
192. Kato, E., Kato, Y. and Uomoto, T. (2005). "Development of simulation model of chloride ion transportation in cracked concrete." Journal of Advanced Concrete Technology, 3(1), 85-94.
193. Katz, A. J. and Thompson, A. H. (1987). "Prediction of rock electrical conductivity from mercury injection measurements." Journal of Geophysical Research, 92(B1), 599-607.
194. Kawakami, H. (1991). "Effect of type of aggregate on mechanical behavior of concrete." Proceedings of JCI, 13(1), 63-68.
195. Kawashima, K. (1992). "Dynamic strength and ductility of hollow circular cross- reinforced concrete bridge pier." Proceedings of JCI, 34-39 (in Japanese).
196. Kawasumi, M. (1992). "Determination of the instantaneous strain components in a creep prediction expression: relationships between static and pulse moduli of elasticity, pulse Poisson's ratios of cement pastes." Abiko Research Laboratory Report, Central Research Institute of Electric Power Industry, U92004 (in Japanese).
197. Keeton, J. R. (1965). "Study of creep in concrete." Technical reports R333-I, R333-II, R333-III, US Naval Civil Engineering Laboratory, Port Hueneme, California.
198. Khan, A. A., Cook, W. D. and Mitchell, D. (1997). "Creep, shrinkage and thermal strains in normal, medium and high-strength concretes during hydration." ACI Journal Material, 94(2), 156-163.
199. Kim S., Taguchi, S., Ohba, Y., Tsurumi, T., Sakai, E. and Daimon, M. (1995). "Carbonation reaction of calcium hydroxide and calcium silicate hydrates." Inorganic materials, 2(254), 18-25.
200. Kishi, T. and Maekawa, K. (1994). "Thermal and mechanical modeling of young concrete based on hydration process of multi-component cement minerals." Proceedings of the International RILEM Symposium on Thermal Cracking in Concrete at Early Ages, Munich, 11-18.
201. Kishi, T. and Maekawa, K. (1995). "Multi-component model for hydration heat of Portland cement", Journal of Materials, Concrete Structures and Pavements, JSCE, V-29 (526), 97-109.
202. Kishi, T. and Maekawa, K. (1996). "Multi-component model for hydration heat of blended cement with blast slag and fl y ash." Journal of Materials, Concrete Structures and Pavements, JSCE, V-33 (550), 131-143.
203. Kishi, T. and Maekawa, K. (1997). "Multi-component model for hydration heating of blended cement with blast furnace slag and fl y ash." Concrete Library of JSCE, 30, 125-139.
204. Kishi, T. and Dorjpalamyn, S. (1999). "Hydration heat modeling for cement with limestone powder", IABSE Colloquium: Concrete Model Code for Asia, Phuket, 133-138.
205. Kishi, T., Ozawa, K. and Maekawa, K. (1993a). "Multi-component model for hydration heat of concrete based on cement mineral compounds." Proceedings of JCI, 15(1), 1211-1216.
206. Kishi, T., Shimomura, T. and Maekawa, K. (1993b). "Thermal crack control design of high performance concrete." Proceedings of Concrete 2000, Dundee, 447-456.
207. Kishi, T., Ishida, T. and Maekawa, K. (2001). "Interaction of hydration heat of low water to cement ratio concrete with moisture equilibrium in solid micro-pore." Journal of Materials, Concrete Structure and Pavements, 690(53), 45-54.
208. Kishitani, K. (1963). Durability of Reinforced Concrete, Kajima Institute Publishing.
209. Kiyohara, C., Nagamatsu, S., Sato, Y. and Mihashi, H. (2002). "Study on modulus of elasticity and drying shrinkage of concrete with admixtures." Proceedings of JCI, 24(1), 339-344 (in Japanese).
210. Kiyohara, C., Nagamatsu, S., Sato, K. and Ueda, K. (1999). "Equation for predicting compressive Young's modulus of concrete." Proceedings of JCI, 21(2), 601-606.
211. Kjellsen, K. O., Detwiler, R. J. and Gjørv, O. E. (1990). "Pore structure of plain cement pastes hydrated at different temperature." Cement Concrete Research, 20(6), 927-933.
212. Kobayashi, K. (1991). "Carbonation of concrete." Proceedings of JSCE, 433(15), 1-14.
213. Kobayashi, K. and Syutto, K. (1986). "Diffusivity of oxygen in cementitious materials." Concrete Engineering, 24(12), 91-106.
214. Kodama, K. and Ishikawa, Y. (1982). "Study on fatigue characteristics of concrete." Proceedings of JCI, 4, 193-196.
215. Kokubu, M., Kobayashi, M., Okamura, H. and Yamamoto, Y. (1969). "Problems of lightweight aggregate concrete", Concrete Library of JSCE, 24, 1-13 (in Japanese).
216. Kokubu, M., Kobayashi, M., Okamura, H. and Yamamoto, Y. (1975). "Problems of lightweight aggregate concrete", Selected papers of Masatane Kokubu Studies on Materials for Concrete Structures, 315-343.
217. Komendant, J., Polivka, M. and Pirtz, D. (1976). "Study of concrete properties for prestressed concrete reactor vessels, fi nal report-part II, Creep and strength characteristics of concrete at elevated temperatures." Report UCSESM 76-3 Prepared for General Atomic Company, Dept. Civil Engineering, University of California, Berkeley.
218. Komendant, J., Nicolayeff V., Polivka, M. and Pirtz, D. (1978). "Effect of temperature, stress level and age at loading on creep of sealed concrete." ACI Special Publication, 55, 55-81.
219. Kono, S., Bechtoula, H., Kaku, T. and Watanabe, F. (2002). "Damage assessment of RC columns subjected to axial load and bi-directional bending." JCI Journal, 24(2), 235-240 (in Japanese).
220. Kosuge, K. (1993). Pozzlanic Reaction and Reaction Degree Measuring Method of Silica Fume. Concrete technology series, Japan Society of Civil Engineers, 4, 1-6.
221. Kroone, B. and Crook, D. N. (1961). "Studies of pore size distribution in mortars." Magazine of Concrete Research, 13(39).
222. Kunii, T. and Hurusaki, S. (1980). The Theory on Transfer Rate, Bai-hu Kan Press.
223. L'Hermite, R. G., Mamillan, M. and Lefeve, C. (1965). "Nouveaux résultats de recherches sur la déformation de la rupture du béton." Ann. Inst. Techn. Batiment Trav. Publics, 207-208, 323-360 (in French).
224. L'Hermite, R. G., Mamillan, M. and Lefeve, C. (1968). "Further results of shrinkage and creep tests." International Conference on the Structure of Concrete, Cement and Concrete Association, 423-433.
225. Lee, H. S., Noguchi, T. and Tomosawa, F. (1998). "Fundamental study on evaluation of structural performance of reinforced concrete beam damaged by corrosion of longitudinal tensile main rebar by fi nite element method." Journal of Structural Concrete Engineering, AIJ, 506, 43-50.
226. Lettsrisakulrat, T., Watanabe, K., Matsuo, M. and Niwa, J. (2000). "Localization effects and fracture mechanism of concrete in compression." Proceedings of JCI, 22(3), 145-150.
227. Li, B. and Maekawa, K. (1987). "Contact density model for cracks in concrete." IABSE Colloquium, Delft, 51-62.
228. Li, B., Maekawa, K. and Okamura, H. (1989). "Contact density model for stress transfer across cracks in concrete." Journal of the Faculty of Engineering, The University of Tokyo (B), XL(1), 9-52.
229. Li, C. Q. (2003). "Life-cycle modeling of corrosion-affected concrete structures: propagation." Journal of Structural Engineering, ASCE, 129(6), 753-761.
230. Lide D. R. (2004). CRC Handbook of Chemistry and Physics, 85th ed., Boca Raton, London, New York, Washington, D.C.: CRC Press.
231. Liu, Y. and Weyers, R. E. (1998). "Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures." ACI Journal Material, ACI, 95(6), 675-681.
232. Lokhorst, S. J. and Breugel, K. (1997). "Simulation of the effect of geometrical changes of the microstructure on the deformational behavior of hardening concrete." Cement and Concrete Research, 27 (10), 1465-1479.
233. Lotfi , H. R. and Shing, P. B. (1994). "Interface model applied to fracture of masonry structures." Journal of Structural Engineering, 120(1), 63-80.
234. Lundgren, K. (2002). "Modeling the effect of corrosion on bond in reinforced concrete." Magazine of Concrete Research, 54(3), 165-173.
235. Luping, T. and Nilsson, L. O. (1992). "A study of the quantitative relationship between permeability and pore size distribution of hardened cement pastes." Cement and Concrete Research, 22, 541-550.
236. Mabrouk, R. T., Ishida, T. and Maekawa, K. (2002). "Unifi ed solidifi cation model of hardening concrete composite." Control of Cracking in Early Age Concrete, Mihashi and Wittmann (eds), Swets and Zeitlinger, Lisse, 57-66.
237. Maeda, K. (1989). "Study on a numerical analysis for carbonation of concrete." Journal of Structural and Construction Engineering, Transactions of AIJ, 402, 11-19.
238. Maeda, Y. and Matsui, S. (1984). "Fatigue of reinforced concrete slabs under trucking wheel load." Proceedings of JCI, 6, 221-224.
239. Maekawa, K. and Qureshi, J. (1996). "Computational model for reinforcing bar embedded in concrete under combined axial pullout and transverse displacement." Proceedings of JSCE, 538/V-31.
240. Maekawa, K. and Qureshi, J. (1997) "Stress transfer across interfaces in reinforced concrete due to aggregate interlock and dowel action." Proceedings of JSCE, 557/V-34, 159-172.
241. Maekawa, K. and Ishida, T. (2002). "Modeling of structural performances under coupled environmental and weather actions." Materials and Structures, 35, 591-602.
242. Maekawa, K. and El-Kashif, K. F. (2004). "Cyclic cumulative damaging of reinforced concrete in post-peak regions." Journal of Advanced Concrete Technology, 2(2), 257-271.
243. Maekawa, K., Chaube, R. and Kishi, T. (1996). "Coupled mass transport, hydration and structure formation: theory for durability design of concrete structures." Integrated Design and Environmental Issues in Concrete Technology (ed. Sakai), E & FN Spon, London.
244. Maekawa, K., Chaube, R. and Kishi, T. (1999). Modeling of Concrete Performance, Hydration, Microstructure Formation and Mass Transport, E & FN Spon, London.
245. Maekawa, K., Kishi, T. and Ishida, T. (2003a). "Multi-scale modeling of concrete performance: integrated material and structural mechanics." Journal of Advanced Concrete Technology, 1(2), 91-126.
246. Maekawa, K., Pimanmas, A. and Okamura, H. (2003b). Nonlinear Mechanics of Reinforced Concrete. Spon Press, London.
247. Maekawa, K., Toongoenthong, K., Gebreyouhannes, E. and Kishi, K. (2006a), "Direct path-integral scheme for fatigue simulation of reinforced concrete in shear." Journal of Advanced Concrete Technology, 4(1), 159-177.
248. Maekawa, K., Soltani, M., Ishida, T. and Itoyama, Y. (2006b). "Time-dependent space-averaged constitutive modeling of cracked reinforced concrete subjected to shrinkage and sustained loads." Journal of Advanced Concrete Technology, 4(1), 193-207.
249. Maekawa, K., Gebreyouhannes, E., Mishima, T. and Xuehui, An. (2006c). "Three- dimensional fatigue simulation of RC slabs under traveling wheel-type loads." Journal of Advanced Concrete Technology, 4(3), 445-457.
250. Maekawa, K., Ishida, T. and Chijiwa, N. (2007). "Computational life-cycle assessment of structural concrete subjected to coupled severe environmental and mechanistic actions." International Conference on Concrete Under Severe Environment, CONSEC '07, France.
251. Maekawa, K., Fukuura, N. and Soltani, M. (2008). "Path-dependent high cycle fatigue modeling of joint interfaces in structural concrete." Journal of Advanced Concrete Technology, 6(1).
252. Malvar, L. J. (1998). "Review of static and dynamic properties of steel reinforcing bars." Journal of ACI Material, 95(5), 609-616.
253. Mander, J. B., Priestley, M. J. N. and Park, R. (1988). "Theoretical stress-strain model for confined concrete." Journal of the Structural Division, ASCE, 114, 1804-1826.
254. Mangat, P. S. and Elgarf, M. S. (1999). "Flexural strength of concrete beams with corroding reinforcement." Journal of ACI Structural, 96(1), 149-158.
255. Marti, P. (1985). "Basic tools of reinforced concrete beam design." Journal of ACI, Proceedings, 82(1), 45-56.
256. Martin-Perez, B. (2000). "A study of the effect of chloride binding on service life predictions." Cement and Concrete Research, 30, 1215-1223.
257. Maruya T. (1995). "Development of a Method of Analyzing the Movement of Chloride Ions in Concrete." PhD Thesis, The University of Tokyo.
258. Maruya, T., Matsuoka, Y. and Tangtermsirikul, S. (1992). "Simulation of chloride movement in hardened concrete." Concrete Library of JSCE, 20, 57-70.
259. Maruya, T., Tangtermsirikul, S. and Matsuoka, Y. (1998a). "Modeling of chloride ion movement in the surface layer of hardened concrete." Concrete Library of JSCE, 32, 69-84.
260. Maruya, T., Tangtermsirikul, S. and Matsuoka, Y. (1998b). "Modeling of movement of chloride ions in concrete surface layer." Proceedings of JSCE, 585(38), 79-95.
261. Matsui, S. (1987). "Fatigue strength of RC-slabs of highway bridge by wheel running machine and infl uence of water on fatigue." Proceedings of JCI, 9(2), 627-632.
262. Matsumoto, Y., Ueki, H., Yamasaki, T. and Murakami, M. (1998). "Model analysis on carbonation reaction with redissolution of CaCO3." Proceedings of JCI, 20(2), 961-966.
263. Matsuo, T., Matsumura, T., Endo, T. and Tachibana, Y. (2002). "Numerical simulation of loading test for deteriorated RC box culvert." Proceedings of JCI, 24(2), 1297-1302.
264. Matsuo, T., Miyagawa, Y., Akiyama, T. and Iwamori, A. (2007). "Real-scale loading experiment of RC box culverts with corroded reinforcement." Transactions of JSCE, 62(5).
265. Matsuoka, R., Ono, M. and Esaki, F. (2001). "Cyclic effect and loading rate on the mechanical behavior of shear walls." Proceedings of JCI, 433-438 (in Japanese).
266. Matsushima, Y. (1969). "A study of hysteresis model from damage caused by Tokachi-Oki earthquake." Summaries of Technical Papers of Annual Meeting, AIJ, 587-588.
267. Matsuzato, H., Funato, M. and Yamazaki, Y. (1992). "Strength and microstructure of carbonated hardened cement." Proceedings of Cement and Concrete, 46, 592-597.
268. Mattock, A. H. and Hawkins, N. M. (1972). "Shear transfer in reinforced concrete: recent research.' Journal of PCI, 17(2), 55-75.
269. Mehta, P. K. and Manmohan C. (1980). "Pore size distribution and permeability of hardened cement paste." 7th International Congress on Chem. Cem., Paris, 3, 7-1/5.
270. Mihashi, H. and Numao, T. (1992). "Infl uence of temperature on water loss and shrinkage of hardened cement paste." Proceedings of JCA, 46, 702-707 (in Japanese).
271. Mishima, T., Yamada, K. and Maekawa, K. (1992). "Localized deformational behavior of a crack in RC plates subjected to reversed cyclic loads." Proceedings of JSCE, V-16(442), 161-70.
272. Miyagawa, T. (2003). "Safety evaluation of structures with ruptured reinforcing bars by ASR (intermediate report)." Journal of JSCE, 88, 83-84.
273. Molina, F. J., Alonso, C. and Andrade C. (1993). "Cover cracking as a function of rebar corrosion. Part 2: Numerical model." Materials and Structures, RILEM, 26, 532-548.
274. Morikawa, M., Seki, H. and Okamura, Y. (1988). "Basic study on cracking of concrete due to expansion by rebar corrosion." Concrete Library of JSCE, 11, June, 83-105.
275. Moriwake, A., Fukute, T. and Horiguchi, K. (1993). "Study on durability of massive concrete." Proceedings of JCI, 15(1), 859-864.
276. Mozer, J. D., Gerstle, K. H. and Tulin, L. G. (1970). "Time-dependent behavior of concrete beams." Journal of Structural Division, ASCE, 96(ST3), March, 597-612.
277. Murata, N. and Okada K. (1980). Fresh Concrete Rheology and Concrete Elasticity and Creep. Sankai-Do (in Japanese).
278. Murdock, J. and Kesler, C. (1958). "Effect of range of stress on fatigue strength of plain concrete beams." Journal of ACI, 55(12), 221-231.
279. Mutsuyoshi, K. and Machida, A. (1985). "Behavior of reinforced concrete members subjected to dynamic loading." Journal of Materials, Concrete Structures and Pavements, JSCE, 354/V-2, 81-90.
280. Nagataki, S. and Sato, R. (1983). "Deformation and crack analysis of RC members under sustained loads." Proceedings of JCI, 5(1), 461-464.
281. Nagataki, S., Ohga, H. and Saeki, T. (1987). "Analytical prediction of carbonation depth." Annual Report of Cement Technology, 41, 343-346.
282. Nakamura, H. and Higai, T. (1999). "Compressive fracture energy and fracture zone length of concrete." Seminar on Post-peak Behavior of RC Structures Subjected to Seismic Loads, Japan Concrete Institute, C51E(2), 259-272.
283. Nakarai, K. and Ishida, T. (2003). "Modeling of time-dependent material properties of cemented soil based on thermodynamic approach." 9th East Asia-Pacifi c Conference on Structural Engineering and Construction (EASEC-9).
284. Nakarai, K., Ishida, T., Kishi, T. and Maekawa, K. (2005). "Enhanced modeling of microstructure formation of cement hydrates coupled with thermodynamics." Proceedings of Workshop on Cementitious Materials as Model Porous Media: Nanostructure and Transport Processes, 147-151.
285. Nakarai, K., Ishida, T., Kishi, T. and Maekawa, K. (2007). "Enhanced thermodynamics analysis coupled with temperature-dependent microstructures of cement hydrates." Cement and Concrete Research, 37(2), 139-150.
286. Nakasu, M. and Iwatate, J. (1996). "Fatigue experiment on bond between concrete and reinforcement." Transaction of JSCE, V-426, 852-853.
287. Nakatani, S. (2002). "Experimental study on the fatigue durability of highway bridge slabs." National Institute for Land and Infrastructure Management, Ministry of Land, Infrastructure and Transport, Japan, 28.
288. Nasser, K. W. and Neville, A. M. (1965). "Creep of concrete at elevated temperatures." Journal of ACI, 62(87), 1567-1579.
289. National Institute of Natural Science, National Astronomical Observatory of Japan, (2002). "Chronological Scientifi c Table", Tokyo, Maruzen (in Japanese).
290. Neville, A. M. (1959). "Creep recovery of mortars made with different cements." Journal of ACI, 56(13), 167-174.
291. Neville, A. M. (1970). Creep of Concrete. North-Holland Publishing Co.
292. Neville, A. M. (1991). Properties of Concrete, Elsevier Science B. V.
293. Neville, A. M. (1995). Properties of Concrete. 4th edition, John Wiley & Sons, Inc.
294. Ngala, V. T. and Page, C. L. (1997). "Effects of carbonation on pore structure and diffusion properties of hydrated cement pastes." Cement and Concrete Research, 27(7), 995-1007.
295. Nilson, L. O., Massat, M. and Tang, L. (1994). "The effect of non-linear chloride penetration into concrete structures." Concrete Durability, 145-24, 469-486.
296. Nishi, T., Shimomura, T. and Sato, H. (1999). "Modeling of diffusion of vapor within cracked concrete." Proceedings of JCI, 21(2), 859-864.
297. Nishibayashi, S., Inoue, S. and Yamura, K. (1988). "Fatigue characteristics of reinforced concrete in water." Concrete in Marine Environment, ACI publication, SP 109-24, 543-561.
298. Nishida, N., Otsuki, M. A., Baccay and Hamamoto, J. (2005). Temperature Dependency of Corrosion Rate of Steel Bars in Concrete Infl uenced by Material Segregation. Tokyo Institute of Technology, Japan, Toa Corporation, Japan.
299. Nishida, T. (2005). "Infl uence of temperature on deterioration process of reinforced concrete members due to steel corrosion." PhD Thesis, Tokyo Institute of Technology, Japan.
300. Niwa, J., Yamada K., Yokozawa K. and Okamura, H. (1987). "Revaluation of the equation for shear strength of reinforced concrete beams without web reinforcement." Concrete Library of JSCE, 9, 65-84.
301. Numao, T. and Mihashi, H. (1991). "Moisture migration and shrinkage of hardened cement paste at elevated temperatures." Transactions 11th International Conference on Structural Mechanics in Reactor Technology (SMiRT), 37-42.
302. Nyame, B. K. and Illston, J. M. (1981). "Relationships between permeability and pore structure of hardened cement paste." Magazine of Concrete Research, 33(116), 139-146.
303. Oh, H., Sim, J. and Meyer, C. (2005). "Fatigue life of damaged bridge deck panels strengthened with carbon fiber sheets." Journal of ACI Structural, 102(1), 85-92.
304. Ohga, H. and Nagataki, S. (1988). "Prediction and evaluation of the depth of carbonation of concrete by accelerated test." Proceedings of JSCE, 390(8), 225-233.
305. Ohgishi, S., Ono, H. and Tanahashi, I. (1983). "Infl uence of surface energy on mechanical properties and swelling of building materials." Journal of the Society of Materials Science, Japan, 32(353), 67-83 (in Japanese).
306. Okada, K., Kobayashi, K. and Miyagawa, T. (1988). "Infl uence of longitudinal cracking due to reinforcement corrosion on characteristics of reinforced concrete members." Journal of ACI Structural, 85(2), 134-140.
307. Okamura, H. (2000). Engineering of Reinforced Concrete. Ichigaya Publishing Co. Ltd, 16 (in Japanese).
308. Okamura, H. and Higai, T. (1980). "Proposed design equation for shear strength of reinforced concrete beams without web reinforcement." Proceedings of JSCE, 300, 131-141.
309. Okamura, H. and Maekawa, K. (1991). Nonlinear Analysis and Constitutive Models of Reinforced Concrete. Giho-do Press, Tokyo.
310. Okamura, H., Farghaly, S. A. and Ueda, T. (1981). "Behaviors of reinforced concrete beams with stirrups failing in shear under fatigue loading." Proceedings of JSCE, 308, 109-122.
311. Ono, H. and Shimomura, T. (2005). "Role of aggregate in shrinkage of concrete." Proceedings of JCI, 27, (1), 457-462 (in Japanese).
312. Osada, M., Ueki, H., Yamasaki, T. and Murakami, M. (1997). "Simulation analysis on carbonation reaction of concrete members taking alkali element into consideration." Proceedings of JCI, 19(1), 793-798.
313. Osbaeck, B. (1992). "Prediction of cement properties from description of the hydration processes." 9th International Congress on the Chemistry of Cement, 4, 504-510.
314. Ozaki, S., Sugata, N. and Mukaida, K. (1995). "Investigation on the reduction of fatigue strength of submerged concrete." Proceedings of International Conference on Concrete Under Severe Conditions, CONSEC, 2, 1694-1703.
315. Ozawa, K., Maekawa, K. and Okamura, H. (1992). "Development of high performance concrete." Journal of The Faculty of Engineering, The University of Tokyo (B), XLI(3), 381-439.
316. Page, C. L. and Vennesland, Ø. (1983). "Pore solution composition and chloride binding capacity of silica fume cement pastes." Materials and Structures, 16(1), 19-25.
317. Paillere, A. M., Buil, M. and Serrane, J. J. (1990). "Effect of fi ber addition on the autogenous shrinkage of silica fume concrete." Discussion, Author's Closure, ACI Journal Material, 87(1), 82-83.
318. Pallewatta, T. M., Irawan, P. and Maekawa, K. (1995). "Effectiveness of laterally arranged reinforcement on the confi nement of core concrete." Journal of Materials, Concrete Structures and Pavements, JSCE, V-28(520), 297-308.
319. Palmgren, A. G. (1924). "Die Lebensdauer von Kugellagern." VDI-Zeitschrift des Vereines Deutscher Ingenieure, 68(14), 339-341 (in German).
320. Pantazopoulou, S. J. and Papoulia, K. D. (2001). "Modeling cover-cracking due to reinforcement corrosion in RC structures." Journal of Engineering Mechanics, ASCE, 127(4), 342-351.
321. Papadakis, V. G., Vayenas, C. G. and Fardis, M. N. (1991a). "Physical and chemical characteristics affecting the durability of concrete." ACI Journal Material, 88(2), 186-196.
322. Papadakis, V. G., Vayenas, G. G. and Fardis, M. N. (1991b). "Fundamental modeling and experimental investigation of concrete carbonation." ACI Journal Material, 88(4), 363-373.
323. Park, K. B. and Noguchi, T. (2002). "Autogenous shrinkage of cement paste hydrated at different temperatures: influence of microstructure and relative humidity change." Proceedings of 3rd International Reserach Seminar on Self-desiccation and Its Importance in Concrete Technology, B. Persson and G. Fagerlund (eds), Lund, Sweden, 93-101.
324. Park, Y. J. and Ang, A. H. S. (1985). "Mechanistic seismic damage model for reinforced concrete." Journal of Structural Engineering, ASCE, 111(4), 722-739.
325. Perdikaris, P. C. and Beim, S. (1988). "RC bridge decks under pulsating and moving load." Journal of Structural Division, ASCE, 114(3), 591-607.
326. Perdikaris, P. C., Beim, S. R. and Bousias, S. N. (1989). "Slab continuity effect on ultimate and fatigue strength of reinforced concrete bridge deck models." Journal of ACI Structural, 86(4), 483-491.
327. Persson, B. (1997). "Moisture in concrete subjected to different kinds of curing." Materials and Structures, 30, 533-544.
328. Peschel, G. (1968). "The viscosity of thin water fi lms between two quartz plates." Matrx. et Constr., 1(N6), 529-534.
329. Petersen, E. E. (1958). "Diffusion in a pore of varying cross section." A. I. Ch. E. Journal, 4(3), 343-345.
330. Pickett, G. (1956). "Effect of aggregate on shrinkage of concrete and hypothesis concerning shrinkage." Journal of ACI, 52, 581-590.
331. Pimanmas, A. and Maekawa, K. (2001a). "Finite element analysis and behaviour of pre-cracked reinforced concrete members in shear." Magazine of Concrete Research, 53(4), 263-282.
332. Pimanmas, A. and Maekawa, K. (2001b). "Multi-directional fi xed crack approach for highly anisotropic shear behavior in pre-cracked RC members." Journal of Materials, Concrete Structures and Pavements, JSCE, 50 (669), 293-307.
333. Pimanmas, A. and Maekawa, K. (2001c). "Control of crack localization and formation of failure path in RC members containing artifi cial crack device." Journal of Materials, Concrete Structures and Pavements, JSCE, 52 (683), 173-186.
334. Pimanmas, A. and Maekawa, K. (2001d). "Shear failure of RC members subjected to pre-cracks and combined axial tension and shear." Journal of Materials, Concrete Structures and Pavements, JSCE, 53 (690), 159-174.
335. Piron, D. (1991). Electrochemistry of Corrosion. NACE International.
336. Pirtz, D. (1968). "Creep characteristics of mass concrete for Dworshak Dam." Report 65-2 (Structural Engineering Laboratory), University of California, Berkeley.
337. Poli, S. D., Prisco, M. D. and Gambarova, P. G. (1992). "Shear response, deformations and subgrade stiffness of a dowel bar embedded in concrete." Journal of ACI Structural, 89(6), 665-675.
338. Powers, T. C. (1964). "The physical structure of Portland cement paste." The Chemistry of Cement, H. F. Taylor (ed.), Academic Press, New York, 391-416.
339. Powers, T. C. (1968a) "The thermodynamics of volume change and creep." Matériaux et Constructions, 1(6), 487-507.
340. Powers, T. C. (1968b). "Mechanisms of shrinkage and reversible creep of hardened cement paste." International Conference on the Structure of Concrete, Cement and Concrete Association, London, 319-344.
341. Powers, T. C. and Brownyard, T. L. (1947). "Studies of the physical properties of hardened Portland cement paste, Part 9: General summary of fi ndings on the properties of hardened Portland cement paste." Journal of American Concrete Institute, 18(8), 972-992.
342. Pruijssers, A. F., Walraven, J. C. and Reinhardt, H. W. (1988). Aggregate Interlock and Dowel Action Under Monotonic and Cyclic Loading. Delft University Press.
343. Raithby, K. D. and Galloway, J. W. (1974). "Effect of moisture condition, age and rate of loading on fatigue of plain concrete." ACI Publication SP 41-1, 15-34.
344. Raja, R. H. (2006). "Coupling of the Effect of Chloride and Temperature on Corrosion of RC Structures Based on Thermodynamic Approach." Masters Thesis, The University of Tokyo.
345. Ramachandran, V. S., Feldman, R. F. and Beaudoin, J. J. (1981). Concrete Science. Heyden & Son Ltd.
346. Ravindrarajah, R. and Ong, K. (1987). "Corrosion of steel in concrete in relation to bar diameter and cover thickness." Concrete Durability, Katherine and Bryant Mather International Conference, ACI, SP-100, 1667-1677.
347. Regan, P. E. and Kennedy Reid, I. L. (2004). "Shear strength of RC beams with defective stirrup anchorages." Magazine of Concrete Research, 56(3), 159-166.
348. Reinhardt, H. W. and Gaber, K. (1990). "From pore size distribution to an equivalent pore size of cement mortar." Materials and Structures, 23(133), 3-15.
349. Reinhardt, H. W., Cornelissen, H. A. W. and Hordijk, D. A. (1986). "Tensile tests and failure analysis of concrete." Journal of Structural Engineering, ASCE, 112(11), 2462-2477.
350. Richart, F. E., Brandtezaeg, A. and Brown, R. L. (1928). A Study of the Failure of Concrete Under Combined Compressive Stresses. Bulletin 1985, University of Illinois, Urbana.
351. RILEM Committee 36-RDL (1984). "Long-term random dynamic loading of concrete structures." Materials and Structures, RILEM, 17(9), 1-28.
352. Rodriguez, J., Ortega, L. M. and Casal, J. (1997). "Load carrying capacity of concrete structures with corroded reinforcement." Journal of Construction and Building Materials, ASCE, 11(4), 239-248.
353. Roll, F. (1964). "Long-time creep recovery of highly stressed concrete cylinders." Creep and Concrete, ACI Special Publication, 9, 95-114.
354. Ross, A. D. (1958). "Creep of concrete under variable stress." Journal of the ACI, 53, 739-758.
355. Rostásy, F. S., Teichen, K. T. and Engelke, H. (1972). "Beitrag zur Klärungdes Zusammenhanges von Kriechen und Relaxation bei Normalbeton." Amtlicheforschungs und Materialprufungsanstalt fur das Bauwesen, Heft 139 (in German).
356. Rusch, H. (1960). "Research towards a general flexural theory for structural concrete." Journal of the ACI, 57(1), 1-27.
357. Rusch, H., Jumgwirth, D. and Hilsdorf, H. K. (1983). Creep and Shrinkage: Their Effect on the Behavior of Concrete Structures. New York: Springer-Verlag.
358. Ryshkewitch, E. (1953). "Composition and strength of porous sintered alumina and zirconia." Journal of the American Ceramic Society, 36, 65-68.
359. Sabry, A. Farghaly (1979). "Shear design of reinforced concrete beams for static and repeated loads." Dissertation for the degree of Doctor of Engineering, The University of Tokyo.
360. Saeki, T., Ohga, H. and Nagataki, S. (1991). "Mechanism of carbonation and prediction of carbonation process of concrete." Concrete Library of JSCE, 17, 23-36.
361. Saetta, A. V., Schrefl er, B. A. and Vitaliani, R. V. (1993). "The carbonation of concrete and the mechanisms of moisture, heat and carbon dioxide fl ow through porous materials." Cement and Concrete Research, 23, 761-772.
362. Saetta, A. V., Schrefl er, B. A. and Vitaliani, R. V. (1995). "2-D model for carbonation and moisture/heat fl ow in porous materials." Cement and Concrete Research, 25, 1703-1712.
363. Saito, H., et al. (1996). "Deterioration of cement hydrate by electrical acceleration test method." Proceedings of JCI, 1, 969-974.
364. Saito, M. and Imai, S. (1983). "Direct tensile fatigue of concrete by the use of friction grips." Journal of the ACI, September-October, 431-438.
365. Sakai, E. (1993). "The carbonation reaction." Cement Chemistry Simplifi ed, Japan Cement Association, 105-112.
366. Sakai, E., Sakai, M., Asaga, K. and Daimon, M. (1998). "Phase composition model of cement hydration." Annual Proceedings of Concrete Engineering, 20(1), 101-106.
367. Sakai, E., Morioka, M., Xi, Z., Ohba, Y. and Daimon, M. (1999). "Carbonation reaction of hardened low heat Portland cement." Journal of the Ceramic Society of Japan, 107(6), 561-566.
368. Santhikumar, S. (1993). "Temperature Dependent Heat Generation Model for Mixed Cement Concrete with Mutual Interactions Among Constituent Minerals." Masters Thesis, The University of Tokyo.
369. Sato, H., Yui, M. and Yoshikawa, H. (1995). "Diffusion behavior for Se and Zr in sodium-bentonite." Proceedings of Materials Research Society Symposium, Vol. 353, 269-276.
370. Sato, R., Ujike, I., Tezuka, M. and Yoshimoto, T. (1987). "Deformation and cracking of RC fl exural members under sustained loads." Proceedings of JCI, 9(2), 217-222 (in Japanese).
371. Satoh, Y. et al. (2003). "Shear behavior of RC member with corroded shear and longitudinal reinforcing steels." Proceedings of JCI, 25(1), 821-826.
372. Schenk, O. and Gartner, K. (2004). "Solving unsymmetric sparse systems of linear equations with PARDISO." Future Generation Computer Systems, 20(3), 475-487.
373. Schiller, K. K. (1958). Mechanical Properties of Non-Metallic Materials, Butterworths, London, 35-50.
374. Schlaich, J. and Weischede, D. (1982). "Detailing of concrete structures." Bulletin d'Information 150, Comité Euro-International du Béton, Paris, 163.
375. Scott, B. D., Park, R. and Priestley, M. J. N. (1982). "Stress-strain behavior of concrete confi ned by overlapping hoops at low and high strain rate." Journal of ACI, 79(1), 13-27.
376. Sheikh, S. A. (1982). "A comparative study of confi nement models." Journal of ACI, 79, 296-306.
377. Shima, H., Chou, L. and Okamura, H. (1987). "Micro and macro models for bond in reinforced concrete." Journal of The Faculty of Engineering, The University of Tokyo (B), 39(2), 133-194.
378. Shima, H., Asaga, K., Daimon, M. and Goto, S. (1989). "Absorption rate of carbon dioxide in hardened cement." Proceedings of Cement and Concrete, 43, 406-411.
379. Shimomura, T. (1998). "Modeling of initial defect of concrete due to drying shrinkage." Concrete under Severe Conditions 2, CONSEC 98, 3, 2074-2083.
380. Shimomura, T. and Maekawa, K. (1997). "Analysis of the drying shrinkage behavior of concrete using a micromechanical model based on the micropore structure of concrete." Magazine of Concrete Research, 49(181), 303-322.
381. Shin, H., Maekawa, K. and Okamura, H. (1988). "Analytical approach of RC members subjected to reversed cyclic in-plane loading." Proceedings of JCI Colloquium on Ductility of Concrete Structures and its Evaluation, C2, 45-56.
382. Shioya, T., Higuchi, Y., Siokawa, H. and Takagisi, M. (2001). "Flexural shear experiments of RC beams with T-headed bars as stirrups." Proceedings of JCI, 23(3), 799-804.
383. Shirakawa, T., Shimazoe, Y., Aso, M. and Nagamatsu, S. (2001). "Investigation of carbonation mechanism using hardened cement paste." Proceedings of JCI, 23(2), 493-498.
384. Snowdon, L. and Edwards, A. (1962). "The moisture movement of natural aggregate and its effect on concrete." Magazine of Concrete Research, 14(41), 109-116.
385. Sogano, T. et al. (2001). "Numerical analysis on uneven settlement and seismic performance of Tokyo brick bridges." Structural Engineering Design, 17, JR-East, 96-109.
386. Soltani, M. and Maekawa, K. (2007). "Path-dependent mechanical model for deformed reinforcing bars at RC interface under coupled cyclic shear and pullout tension." Engineering Structures, Elsevier.
387. Someya, K., Daisoku, N., Tiong-Huan, W. and Nagataki, S. (1989). "Characteristics of binding of chloride ions in hardened cement pastes." Annual Proceedings of Concrete Engineering, 11(1), 603-608.
388. Song, C., Maekawa, K. and Okumara H. (1991). "Time and path-dependent uniaxial constitutive model of concrete." Journal of The Faculty of Engineering, The University of Tokyo (B), XLI(1), 159-237.
389. Soroka, I. (1976). Portland Cement Paste and Concrete. The Macmillan Press Ltd, 114-125.
390. Soroushian, P., Obasaki, K., Baiyasi, M. I., El-Sweidan, B. and Choi, K. B. (1988). "Inelastic cyclic behavior of dowel bars." Journal of ACI Structural, 23-29.
391. Stanish, K., Hooton, R. D. and Pantazopoulou, S. J. (1999). "Corrosion effects on bond strength in reinforced concrete." Journal of ACI Structural, 96(6), 915-921.
392. Stauffer, D. and Aharony, A. (1992). Introduction to Percolation Theory, Taylor & Francis.
393. Stockl, S. (1981). "Versuche zum Einfl uss der Belastungshohe auf das Kriechen von Beton." Deutscher Auschuss fur Stahlbeton, Heft 324 (in German).
394. Subramaniam, K. V., Popovics, J. S. and Shah, P. (2002). "Fatigue fracture of concrete subjected to biaxial stresses in the tensile C-T region." Journal of Engineering Mechanics, ASCE, 128(6), 668-676.
395. Suzuki, K., Nishikawa, N. and Hayashi, T. (1989a). "Carbonation of C-S-H with different Ca/Si ratios." Proceedings of Cement and Concrete, 43, 18-23.
396. Suzuki, Y., Harada, S., Maekawa, K. and Tsuji, Y. (1989b). "Evaluation of adiabatic temperature rise of concrete measured with the new testing apparatus." Concrete Library of JSCE, 13.
397. Suzuki, Y., Tsuji, Y., Maekawa, K. and Okamura, H. (1990a), "Qualifi cation of heat evolution during hydration process of cement in concrete." Proceedings of JSCE, 414, 155-164.
398. Suzuki, Y., Tsuji, Y., Maekawa, K. and Okamura, H. (1990b). "Quantifi cation of hydration-heat generation process of cement in concrete." Concrete Library of JSCE, 16.
399. Swatekititham, S. and Okamura, H. (2006). "Low chloride distribution in concrete structures near the seashore." Proceedings of JSCE, 62(1), 221-229.
400. Synder, K. A. et al. (1990). "Interfacial zone percolation in cement aggregate composites." 27, Interfaces in Cementitious Composites, ed. Maso J.C., London, E & FN Spon.
401. Tabata, M. and Maekawa, K. (1984). "Prediction model for plasticity and failure of concrete based on time dependence." Proceedings of JCI, 6(1), 269-272 (in Japanese).
402. Tachibana, Y., Kajikawa, Y. and Kawamura. M. (1990). "The mechanical behavior of RC beams damaged by corrosion of reinforcement." Concrete Library of JSCE, 14, March, 177-188.
403. Tae, S., Park, K. and Noguchi, T. (2001). "Autogeneous shrinkage and microstructure formation of cement-based materials." Proceedings of JCI, 23(2), 793-798 (in Japanese).
404. Tafel, J. (1906). Zeitschrift für Eleckrochemie. 12, 112-122 (in German).
405. Taira, Y., Suda, K., Aikawa, K. and Noguchi, T. (2007). "Cyclic fatigue loading experiment of connection joints in between pre-cast panels." Transactions of JSCE, V.
406. Takeda, T., Sozen, M. A. and Nielsen, N. N. (1970). "Reinforced concrete response TZO simulate earthquake." Journal of Structural Division, ASCE, 96(12), 2257-2573.
407. Takewaka, K. and Matsumoto, S. (1984) "Behaviors of reinforced concrete members deteriorated by corrosion of reinforcement." Proceedings of JCI, 6, 177-180.
408. Taniguchi, K., Kishi, T. and Ishida, T. (2000). "Moisture behavior during cement hydration." Proceedings of JSCE, 55(5), 510-511.
409. Tassios, T. P. and Vbintzeleou, E. N. (1987). "Concrete-to-concrete friction." Journal of Structural Engineering, ASCE, 113(4), 832-849.
410. Tatematsu, K., Arai, M., Iwashimizu, T., Kimura, Y., Urano, H., Imamoto, K. and Motoki, R. (2001). "Experimental study on drying shrinkage and pore size distribution of aggregate in Kansai area." Journal of Structural and Construction Engineering, Architectural Institute of Japan, 549, 1-6 (in Japanese).
411. Taylor, H. F. W. (1972). The Chemistry of Cement. 1, Academic Press ING, London.
412. Taylor, H. F. W. (1997). Cement Chemistry, 2nd edition, Thomas Telford, London, 231-237, 245.
413. Taylor, R. (1959). Discussion of a paper by Chang, T. S. and Kesler, C. E. "Fatigue behavior of reinforced concrete beams." Journal of ACI, 55(14), 1011-1015
414. Tazawa, E. and Miyazawa, S. (1994). "Infl uence of binder and mix proportion on autogenous shrinkage of cementitious materials." Proceedings of JSCE, 502(V- 25), 43-52 (in Japanese).
415. Tazawa, E., Miyazawa, S., Sato, T. and Konishi, K. (1992). "Autogenous shrinkage of concrete." Proceedings of JCI, 14 (1), 561-566 (in Japanese).
416. Tepfers, R. (1979). "Tensile fatigue strength of plain concrete." Journal of ACI, August, 919-933.
417. Tepfers, R. (1982). "Fatigue of plain concrete subjected to stress reversals." Fatigue of Concrete Structures Detroit, ACI, publication SP-75, 343-372.
418. Tomosawa, F. (1974). "Cement hydration model." Annual Report of JCA, 28, 53-57.
419. Toongoenthong, K. and Maekawa, K. (2004a). "Interaction of pre-induced damages along main reinforcement and diagonal shear in RC members." Journal of Advanced Concrete Technology, 2(3), 431-443.
420. Toongoenthong, K. and Maekawa, K. (2004b). "Multi-mechanical approach to structural performance assessment of corroded RC members in shear." Journal of Advanced Concrete Technology, 3(1) 107-122.
421. Toongoenthong, K. and Maekawa, K. (2004c). "Computational performance assessment of damaged RC members with fractured stirrups." Journal of Advanced Concrete Technology, 3(1) 123-136.
422. Toongoenthong, K. and Maekawa, K. (2004d). "Simulation of coupled corrosive product formation, migration into crack and propagation in reinforced concrete sections." Journal of Advanced Concrete Technology, 3(2), 253-265.
423. Troxell, G. E., Raphael, J. E. and Davis, R. W. (1958). "Long-time creep and shrinkage tests of plain and reinforced concrete." Proceedings of ASTM, 58, 1101-1120.
424. Tsuda, M., Sato, R., Tottori, S. and Tezuka, M. (1995). "On the behaviors of PRC continuous beams subjected to sustained loads." Proceedings of JCI, 17(2), 697-702 (in Japanese).
425. Tsunomoto, M., Kajikawa, Y. and Kawamura, M. (1990). "Elasto-plastic analysis of expansive behaviour due to corrosion of reinforcement in concrete." Concrete Library of JSCE, 14, 189-199.
426. Tsutsumi, T., Yasuda, N., Matsushima, M. and Ohga, H. (1998). "Study on model of crack width due to corrosion products." Journal of Materials, Concrete Structures and Pavements, JSCE, 585 (V-38), 69-77.
427. Tuutti, K. (1982). Corrosion of Steel in Concrete. CBI Forskning/Research, Swedish Cement and Concrete Research Institute, 4, 468.
428. Uchida, K. and Sakakibara, H. (1987). "Formulation of the heat liberation rate of cement and prediction method of temperature rise based on cumulative heat liberation." Concrete Library of JSCE, 9.
429. Uchikawa, H. (1985). "Effect of blast furnace slag and fl y ash on the diffusivity of alkali ions in hardened cement paste." Cement and Concrete, 460, 20-27 (in Japanese).
430. Uchikawa, H. (1986). "Effect of blending component on hydration and structure formation." Proceedings of the 8th International Congress on the Chemistry of Cement, Rio de Janeiro.
431. Uchikawa, H., Uchida, S. and Hanehara, S. (1991). "Measuring method of pore structure in hardened cement paste." Mortar and Concrete, il Cemento, 88, 67-90.
432. Uchikawa, H., Sawaki, D. and Hanehara, S. (1993). "Effect of type of organic admixture and addition method on fl uidity of fresh cement paste." Proceedings of JCI Symposium on High-fl uid Concrete, 55-62.
433. Ueda, T. and Okamura, H. (1982). "Fatigue behavior of reinforced concrete beams under shear force." IABSE Colloquium (Lausanne), 415-422.
434. Ueda, T., Pantaratorn, N. and Sato, Y. (1995). "Finite element analysis on shear resisting mechanism of concrete beams with shear reinforcement." Journal of Materials, Concrete Structures and Pavements, 520/V-25, JSCE, 273-286.
435. Ueda, T., Zahran, M. and Kakuta, Y. (1999). "Shear fatigue behavior of steel-concrete sandwich beams." Concrete Library of JSCE, 33, 83-111.
436. Uematsu, K. and Kishi, T. (1997). "Effect of limestone powder on hydration heat process of cement." Proceedings of the Annual Conference of JSCE, 52(5), 180-181.
437. Ulm, F. J. and Coussy, O. (1996). "Strength growth as chemo-plastic hardening in early age concrete." Journal of Engineering Mechanics, ASCE, 122(12), 1123-1132.
438. Uomoto, T. (2000). Non-Destructive Testing in Civil Engineering. Elsevier, 671-678.
439. Uomoto, T. and Takada, Y. (1993). "Factors affecting concrete carbonation ratio." Concrete Library of JSCE, 21, 31-44.
440. Uomoto, T. and Ohshita, K. (1994). "A fundamental study on set-retardation of concrete due to superplasticizer." Concrete Research and Technology, JCI, 5(1), 119-129.
441. Upendra, J. C. (1964). "The effect of the elastic modulus of the aggregate on the elastic modulus, creep and creep recovery of concrete." Magazine of Concrete Research, 16 (48), 129-138.
442. Usui, T., Ishida, T., Nakarai, K. and Sakimura, T. (2005). "Calcium leaching analysis coupled with bentonite and surrounding soil." Proceedings of JCI, 27 (in Japanese).
443. Vaccaro, F. J., Rhoades, J. and Le, B. (1997). "The effect of temperature on VRLA reaction rates and the determination of battery state of charge. II. Fundamental considerations." Telecommunications Energy Conference. INTELEC 97, 19(19- 23) 230-237.
444. Van Brakel, J. and Heertjes, P. M. (1974). "Analysis of diffusion in macroporous media in terms of a porosity, a tortuosity and a constrictivity factor." International Journal of Heat and Mass Transfer, 17, 1093-1103.
445. Van Mier, J.G.M. (1986). "Multiaxial strain-softening of concrete, Part I: Fracture." Material and Structures, RILEM, 19(111), 179-190.
446. Verbeck, G. J. (1958). "Carbonation of hydrated Portland cement." ASTM Special Technical Publication, 205, 17-36.
447. Viest, I. M., Elstner, R. C. and Hognestad, E. (1956). "Sustained load strength of eccentrically loaded short reinforced concrete column." Journal of ACI, 27(7), 727-755.
448. Vintzeleou, E. N. and Tassios, T. P. (1987). "Behavior of dowels under cyclic deformations." Journal of ACI Structural, 84, 18-30.
449. Volkwein, A. (1993). "The capillary suction of water into concrete and the abnormal viscosity of the pore water." Cement and Concrete Research, 23, 843-852.
450. Wallo, E. M., Yuan, R. L., Lott, J. L. and Kesler, C. E. (1965). Sixth Progress Report on Prediction of Creep in Structural Concrete from Shot Time Tests. T & AM Report 658, Department of Theoretical and Applied Mechanics, University of Illinois, Urbana.
451. Walraven, J. C. (1981). "Fundamental analysis of aggregate interlock." Journal of Structural Division, ASCE, 107(ST11), 2245-2270.
452. Walraven, J. C. and Reinhardt, H. W. (1981). "Theory and experiments on the mechanical behavior of crack in plain and reinforced concrete subjected to shear loading." HERON, 26(1A), 5-68.
453. Wanibushi, K., Nakaumura, A., Sakai, E., Osawa, S. and Daimon, M. (1999). "Effects of potassium chloride on hydration of ground granulated blast furnace slag." Inorganic Materials, 6, 207-212.
454. Washa, G. W. and Fluck, P. G. (1952). "Effect of compressive reinforcement on the plastic fl ow of reinforced concrete beams." Journal of ACI, 24(2), 89-108.
455. Watanabe, K. and Tateyama, M. (2002). "Shaking table tests on a new type bridge abutment with geogrid-reinforced cement treated backfi ll." Proceedings of 7th International Conference on Geosynthetics, Nice, France, Vol. 1.
456. Watanabe, K., Yokozeki, K., Otsuki, N. and Daimon, M. (2000). "Experimental investigation for analysis of calcium leaching of cementitious materials." Proceedings of JCI, 22(1), 217-222 (in Japanese).
457. Weiss, J., Kadir, G. and Shah, S. P. (2001). "Localization and size-dependent response of reinforced concrete beams." Journal of ACI Structural, 98(5), 686-695.
458. Welty, J. R., Wicks, C. E. and Wilson, R. E. (1969). Fundamentals of Momentum, Heat, and Mass Transfer, 3rd edition, John Wiley & Sons, Inc.
459. West, J. M. (1986). Basic Corrosion and Oxidation. 2nd edition. New York, John Wiley & Sons.
460. Westman, G. (1999). "Concrete Creep and Thermal Stresses." PhD Thesis, Division of Structural Engineering, Lulea University of Technology, 301.
461. Win Pa Pa (2004a). "Evaluation of Effect of Crack on Chloride Ions Penetration in Reinforced Concrete Structures." PhD Thesis, Saitama University, Saitama, Japan.
462. Win Pa Pa, Watanabe, M. and Machida, A. (2004b). "Penetration profile of chloride ion in cracked reinforced concrete." Cement and Concrete Research, 34, 1073-1079.
463. Wittmann, F. H. (1982). "Creep and shrinkage mechanisms." Creep and Shrinkage in Concrete Structures, Bazant and Wittmann (eds), John Wiley & Sons, Inc.
464. Wittmann, F. H., Bazant, Z. P., Alou, F. and Kim, J. K. (1987). "Statistics of shrinkage test data." Cement, Concrete and Aggregates, 9(2), 129-153.
465. Yamada, K., Shima, H. and Haraguchi, K. (1991). "Effects of cyclic loading and time on bond between steel bar and concrete." Proceedings of JCI, 12(2).
466. Yamamoto, T. and Hironaga, M. (2006). "Evaluation of leaching process of cementitious materials for engineered barrier system." Proceedings of JCI, 28(1), 713-718 (in Japanese).
467. Yamazaki, K. (1962). "Fundamental studies of the effects of mineral fi nes on the strength of concrete." Transactions of JSCE, 85, 15-46.
468. Yoda, A. (2002). "Neutralization of blast furnace slag cement concrete naturally exposed for 40 years and the effect of fi nishing materials." Proceedings of Cement and Concrete, Japan Cement Association, 56, 449-454.
469. Yoda, A. and Yokomuro, T. (1987). "Carbonation depth of concrete using different types of cement." Proceedings of JCI, 9(1), 327-332.
470. Yokozeki, K. (2004). "Long-term durability design of 1,000-year level on leaching of cement hydrates from concrete." PhD Thesis, Tokyo Institute of Technology (in Japanese).
471. Yokozeki, K., Motohashi, K., Okada, K. and Tsutsumi, T. (1997). "A rational model to predict the service life of RC structures in marine environment." 4th CANMET/ ACI International Conference on Durability of Concrete, SP 170-40, 777-798.
472. Yokozeki, K., Watanabe, K., Hayashi, D., Sakata, N. and Otsuki, N. (2003). "Modeling of ion diffusion coeffi cients in concrete considering hydration and temperature effects." Concrete Library International, 42, 105-119.
473. Yonekura, A. (1994). "Moisture dissipation and Creep." Concrete Journal, JCI, 32(9), 37-42 (in Japanese).
474. Yoon, S., Wang, K., Weiss, W. J. and Shah, S. P. (2000). "Interaction between loading, corrosion and serviceability of reinforced concrete." ACI Journal Materials, 97(6), 637-644.
475. York, G. P., Kennedy, T. W. and Perry, E. S. (1972). "Experimental investigation of creep in concrete subjected to multiaxial compressive stressed and elevated temperatures." Concrete for Nuclear Reactors, ACI Special Publication, 34, 647-700.
476. Yoshioka, Y. and Yonezawa, T. (1982) "Basic study about mechanical characteristics of reinforcement's corrosion." Proceedings of the Annual Conference of the JSCE, 271-272.
477. Yue, L. L. and Taerwe, L. (1992). "Creep recovery of plain concrete and its mathematical modeling." Magazine of Concrete Research, 44(161), 281-290.
478. Zhu, Y., Ishida, T. and Maekawa, K. (2004). "Multi-scale constitutive model of concrete based on thermodynamic states of moisture in micro-pores." Proceedings of JSCE, 760 (V-63), 241-260 (in Japanese).