Multiscale coupled-hygromechanistic approach to the life-cycle performance assessment of structural concrete

Journal of Materials in Civil Engineering

Volumn 27, Issue 2, 2015, Pages

  Maekawa, K ^a   Ishida, T ^a   Chijiwa, N ^b   Fujiyama, C ^c  

^a UNIVERSITY OF TOKYO   (Japan)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^c HOSEI UNIVERSITY   (Japan)

Author keywords

Creep; Fatigue; Micropores; Multiscale analysis; Prestressed concrete viaducts; RC slabs; Self desiccation; Shear capacity

Indexed keywords

BRIDGES; CRACKS; CREEP; DEFLECTION (STRUCTURES); LIFE CYCLE; MICROPOROSITY; MOISTURE; PRESTRESSED CONCRETE;

MICROPORES; MULTI SCALE ANALYSIS; RC SLAB; SELF DESICCATION; SHEAR CAPACITY;

FATIGUE OF MATERIALS;

CRACK; CREEP; FATIGUE; LIFE CYCLE ANALYSIS; PERFORMANCE ASSESSMENT; REINFORCED CONCRETE; THREE-DIMENSIONAL MODELING; VIADUCT;

EID: 84921491097     PISSN: 08991561     EISSN: 19435533     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000984     Document Type: Article

References (30)

1. Aldea, C. M., Shah, S. P., and Karr, A. (1999). "Permeability of cracked concrete". Mater. Struct., 32(5), 370-376.
2. Asamoto, S., Ishida, T., and Maekawa, K. (2006). "Time-dependent constitutive model of solidifying concrete based on thermodynamic state of moisture in fine pores". J. Adv. Concr. Technol., 4(2) 301-323.
3. 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, American Concrete Institute, Detroit, MI, 1-14.
4. Bazant, Z. P., Yu, Q., Li, G.-H., Klein, G., and Kristek, V. (2010). "Excessive deflections of record-span prestressed box girder". Concr. Int., 32(6), 44-52.
5. Biot, M. A. (1941). "General theory of three-dimensional consolidation". J. Appl. Phys., 12, 155-164.
6. Biot, M. A. (1962). "Mechanics of deformation and acoustic propagation in porous media". J. Appl. Phys., 33(4), 1483-1898.
7. Burdet, O. (2010). "Experience in the long-term monitoring of bridges". Proc., 3rd fib Int. Congress, Vol. 663, fib, Wasington DC, 108-113.
8. Daly, A. F. (2000). "Bridge management in Europe (BRIME): Modelling of deteriorated structures". Bridge Management 4: Inspection, Maintenance, Assessment and Repair, Thomas Telford, London, 552-559.
9. Delannoy, Y., and Kueny, J. L. (1990). "Two phase flow approach in unsteady cavitation modeling". Cavitation and multiphase flow forum, ASME-FED, Vol. 98, American Society of Mechanical Engineers, New York, 153-158.
10. Gebreyouhannes, E., and Maekawa, K. (2011). "Numerical simulation on shear capacity and post-peak ductility of reinforced high-strength concrete coupled with autogenous shrinkage". J. Adv. Concr. Tech., 9(1), 73-88.
11. Hata, Y., Onishi, N., and Watanabe, Y. (1993). "Creep behavior of prestressed concrete bridge over ten years". Proc., FIP Symp., FIP, Kyoto, 305-310.
12. Kasper, E. P., and Taylor, R. L. (1997). "A mixed enhanced strain method,-finite deformation problems". Rep. No. UCB/SEMM-97/09, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA.
13. Lepech, M., and Li, V. C. (2005). "Water permeability of cracked cementitious composites". Proc., Int. Conf. on Fracture, Springer, Turin.
14. Li, V. C. (2003). "On engineered cementitious composites". J. Adv. Concr. Tech., 1(3), 215-230.
15. Maekawa, K., Chaube, R., and Kishi, T. (1999). Modeling of concrete performance-Hydration, microstructure formation and transport, E&FN Spon, London.
16. Maekawa, K., Chijiwa, N., and Ishida, T. (2011). "Long-term deformational simulation of PC bridges based on the thermo-hygro model of micro-pores". Cem. Concr. Res., 41(12), 1310-1319.
17. Maekawa, K., and Fujiyama, C. (2013). "Rate-dependent model of structural concrete incorporating kinematics of ambient water subjected to high-cycle loads". Eng. Comput., 30(6), 825-841.
18. Maekawa, K., Gebreyouhannes, E., Mishima, T., and An, X. (2006). "3D fatigue simulation of RC slabs under travelling wheel-type loads". J. Adv. Concr. Technol., 4(3), 445-457.
19. Maekawa, K., Ishida, T., and Kishi, T. (2008). Multi-scale modeling of structural concrete, Taylor and Francis, London.
20. Maekawa, K., Pimanmas, A., and Okamura, H. (2003). Nonlinear mechanics of reinforced concrete, Spon Press, London.
21. Matsui, S. (1987). "'Fatigue strength of RC-slabs of highway bridge by wheel running machine and influence of water on fatigue". Proc. Japan Concr. Inst., 9(2), 627-632.
22. Mitamura, H. (2007). 'Development of a high-performance, economical ECC/steel plate deck, Vol. 130, Civil Engineering Research Institute for Cold Regions, Hokkaido.
23. National Institute for Land and Infrastructure Management (NILIM). (2011). "2010 Statistical year book of the road". Document No. 645, H21-59.
24. Ohno, M., Chijiwa, N., Suryanto, B., and Maekawa, K. (2012). "An investigation into the long-term deflection of PC viaducts by using 3D multi-scale analysis". J. Adv. Concr. Tech., 10(2), 47-58.
25. Sagan, M., Fujiyama, C., and Maekawa, K. (2012). "Investigation into cavitation as a cause of rate-dependent fatigue loss in submerged concrete members". From materials to structures-Advancement through innovation, B. Samali, M. M. Attard, and C. Song, eds., Taylor & Francis Group, London, 1171-1176.
26. Sato, R., and Kawakane, H. (2008). "A new concept for the early age shrinkage effect on diagonal cracking strength of reinforced HSC beams". J. Adv. Concr. Technol., 6(1), 45-67.
27. Sinmura, A., and Saouma, E. V. (1997). "Fluid fracture interaction in pressurized reinforced concrete vessels". Mater. Struct., 30(2), 72-80.
28. Solwik, V., and Saouma, E. V. (2000). "Water pressure in propagating concrete cracks". J. Struct. Eng. 235-242. 10.1061/(ASCE)0733-9445(2000)126:2(235).
29. Suryanto, B., Nagai, K., and Maekawa, K. (2010). "Bidirectional multiple cracking tests on HPFRCC plates". ACI Mater. J., 107(5), 450-460.
30. Wang, K., Jansen, D. C., and Shah, S. P. (1997). "Permeability study of cracked concrete". Cem. Concr. Res., 27(3), 381-393.