-
1
-
-
18344389997
-
Experimental study on tensile deformation and cracking criteria of concrete for the evaluation of resistance of concrete to drying shrinkage crack
-
Aoki, Y. and Shimomura, T. (2003). "Experimental study on tensile deformation and cracking criteria of concrete for the evaluation of resistance of concrete to drying shrinkage crack." Journal of Materials, Concrete Structures and Pavements, JSCE, 59 (732), 135-148.
-
(2003)
Journal of Materials, Concrete Structures and Pavements, JSCE
, vol.59
, Issue.732
, pp. 135-148
-
-
Aoki, Y.1
Shimomura, T.2
-
2
-
-
0034161153
-
Bond behavior of corroded reinforcement bars
-
Auyeung, Y. B., Balaguru, P. and Chung, L. (2000). "Bond behavior of corroded reinforcement bars." ACI Materials Journal, 97(2), 214-220.
-
(2000)
ACI Materials Journal
, vol.97
, Issue.2
, pp. 214-220
-
-
Auyeung, Y.B.1
Balaguru, P.2
Chung, L.3
-
3
-
-
0037937312
-
Steel-concrete bond deterioration due to corrosion: Finite-element analysis for different confinement levels
-
June
-
Berra, B. (2003) "Steel-concrete bond deterioration due to corrosion: finite-element analysis for different confinement levels." Magazine of Concrete Research, No.3, June.
-
(2003)
Magazine of Concrete Research
, Issue.3
-
-
Berra, B.1
-
4
-
-
0036590277
-
Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete
-
Coronelli, D. (2002). "Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete." ACI Structural Journal, 99(3), 267-276.
-
(2002)
ACI Structural Journal
, vol.99
, Issue.3
, pp. 267-276
-
-
Coronelli, D.1
-
5
-
-
13944274824
-
Structural assessment of corroded reinforced concrete beams: Modeling guidelines
-
ASCE
-
Coronelli, D. and Gambarova, P. (2004). "Structural assessment of corroded reinforced concrete beams: modeling guidelines." Journal of Structural Engineering, ASCE, 130(8), 1214-1224.
-
(2004)
Journal of Structural Engineering
, vol.130
, Issue.8
, pp. 1214-1224
-
-
Coronelli, D.1
Gambarova, P.2
-
6
-
-
0032027720
-
Servicelife prediction of deteriorating concrete bridges
-
ASCE
-
Enright, M. P. and Frangopol, D. M. (1998). "Servicelife prediction of deteriorating concrete bridges." Journal of Structural Engineering, ASCE, 124(3), 309-317.
-
(1998)
Journal of Structural Engineering
, vol.124
, Issue.3
, pp. 309-317
-
-
Enright, M.P.1
Frangopol, D.M.2
-
7
-
-
0012675704
-
Studies on the effect of bond on the shear behavior of reinforced concrete beams
-
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.
-
(1980)
Journal of JSCE
, vol.293
, pp. 101-109
-
-
Ikeda, S.1
Uji, K.2
-
8
-
-
0038360061
-
Fundamental study on evaluation of structural performance of reinforced concrete beam damaged by corrosion of longitudinal tensile main rebar by finite element method
-
AIJ
-
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 finite element method." Journal of Structural Concrete Engineering, AIJ, 506, 43-50.
-
(1998)
Journal of Structural Concrete Engineering
, vol.506
, pp. 43-50
-
-
Lee, H.S.1
Noguchi, T.2
Tomosawa, F.3
-
9
-
-
10844289729
-
Life-cycle modeling of corrosionaffected concrete structures: Propagation
-
ASCE
-
Li, C. Q. (2003). "Life-cycle modeling of corrosionaffected concrete structures: Propagation." Journal of Structural Engineering, ASCE, 129(6), 753-761.
-
(2003)
Journal of Structural Engineering
, vol.129
, Issue.6
, pp. 753-761
-
-
Li, C.Q.1
-
10
-
-
0032205178
-
Modeling the timeto-corrosion cracking in chloride contaminated reinforce concrete structures
-
Liu, Y. and Weyers, R. E. (1998). "Modeling the timeto-corrosion cracking in chloride contaminated reinforce concrete structures." ACI Material Journal, 95(6), 675-681.
-
(1998)
ACI Material Journal
, vol.95
, Issue.6
, pp. 675-681
-
-
Liu, Y.1
Weyers, R.E.2
-
11
-
-
0036611369
-
Modeling the effect of corrosion on bond in reinforced concrete
-
June
-
Lundgren, K. (2002). "Modeling the effect of corrosion on bond in reinforced concrete." Magazine of Concrete Research, No.3, June.
-
(2002)
Magazine of Concrete Research
, Issue.3
-
-
Lundgren, K.1
-
12
-
-
3142725859
-
Multiscale modeling of concrete performance -Integrated material and structural mechanics
-
Maekawa, K. Kishi, T. and Ishida, T. (2003). "Multiscale modeling of concrete performance -Integrated material and structural mechanics (invited)." Journal of Advanced Concrete Technology, 1(2), 91-126.
-
(2003)
Journal of Advanced Concrete Technology
, vol.1
, Issue.2
, pp. 91-126
-
-
Maekawa, K.1
Kishi, T.2
Ishida, T.3
-
15
-
-
0032629697
-
Flexural strength of concrete beams with corroding reinforcement
-
Mangat, P. S. and Elgarf, M. S. (1999). "Flexural strength of concrete beams with corroding reinforcement." ACI Structural Journal, 96(1), 149-158.
-
(1999)
ACI Structural Journal
, vol.96
, Issue.1
, pp. 149-158
-
-
Mangat, P.S.1
Elgarf, M.S.2
-
16
-
-
0343390494
-
A study of the effect of chloride binding on service life predictions
-
Martin-Perez, B. (2000). "A study of the effect of chloride binding on service life predictions." Cement and Concrete Research, 30, 1215-1223.
-
(2000)
Cement and Concrete Research
, vol.30
, pp. 1215-1223
-
-
Martin-Perez, B.1
-
17
-
-
0023980289
-
Influence of longitudinal cracking due to reinforcement corrosion on characteristics of reinforced concrete members
-
Okada, K., Kobayashi, K. and Miyagawa, T. (1988). "Influence of longitudinal cracking due to reinforcement corrosion on characteristics of reinforced concrete members." ACI Structural Journal, 85(2), 134, 140.
-
(1988)
ACI Structural Journal
, vol.85
, Issue.2
, pp. 134
-
-
Okada, K.1
Kobayashi, K.2
Miyagawa, T.3
-
19
-
-
18344382478
-
Control of crack localization and formation of failure path in RC members containing artificial crack device
-
Pimanmas, A. and Maekawa, K. (2001). "Control of crack localization and formation of failure path in RC members containing artificial crack device." Journal of Materials, Concrete Structures and Pavements, JSCE, 52 (683), 173-186.
-
(2001)
Journal of Materials, Concrete Structures and Pavements, JSCE
, vol.52
, Issue.683
, pp. 173-186
-
-
Pimanmas, A.1
Maekawa, K.2
-
20
-
-
0008055709
-
Multidirectional fixed crack approach for highly anisotropic shear behavior in pre-cracked RC members
-
Pimanmas, A. and Maekawa, K. (2001). "Multidirectional fixed crack approach for highly anisotropic shear behavior in pre-cracked RC members." Journal Materials, Concrete Structures and Pavements, JSCE, 50 (669), 293-307.
-
(2001)
Journal Materials, Concrete Structures and Pavements, JSCE
, vol.50
, Issue.669
, pp. 293-307
-
-
Pimanmas, A.1
Maekawa, K.2
-
21
-
-
0031153699
-
Load carrying capacity of concrete structures with corroded reinforcement
-
ASCE
-
Rodriguez, J., Ortega, L. M. and Casai, J. (1997). "Load carrying capacity of concrete structures with corroded reinforcement." Journal of Construction and Building Materials, ASCE, 11(4), 239-248.
-
(1997)
Journal of Construction and Building Materials
, vol.11
, Issue.4
, pp. 239-248
-
-
Rodriguez, J.1
Ortega, L.M.2
Casai, J.3
-
22
-
-
11344251808
-
Shear behavior of RC member with corroded shear and longitudinal reinforcing steels
-
Satoh, Y. et al. (2003). "Shear behavior of RC member with corroded shear and longitudinal reinforcing steels." Proceedings of the JCI, 25(1), 821-826.
-
(2003)
Proceedings of the JCI
, vol.25
, Issue.1
, pp. 821-826
-
-
Satoh, Y.1
-
23
-
-
0033232395
-
Corrosion effects on bond strength in reinforced concrete
-
Stanish, K., Hooton, R. D. and Pantazopoulou, S. J. (1999). "Corrosion effects on bond strength in reinforced concrete." ACI Structural Journal, 96(6), 915-921.
-
(1999)
ACI Structural Journal
, vol.96
, Issue.6
, pp. 915-921
-
-
Stanish, K.1
Hooton, R.D.2
Pantazopoulou, S.J.3
-
24
-
-
11344289984
-
The mechanical behavior of RC beams damaged by corrosion of reinforcement
-
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.
-
(1990)
Concrete Library of JSCE
, vol.14
, Issue.MARCH
, pp. 177-188
-
-
Tachibana, Y.1
Kajikawa, Y.2
Kawamura, M.3
-
25
-
-
0345847184
-
Behaviors of reinforced concrete members deteriorated by corrosion of reinforcement
-
Takewaka, K. and Matsumoto, S. (1984) "Behaviors of reinforced concrete members deteriorated by corrosion of reinforcement." Proceedings of JCI, 6, 177-180.
-
(1984)
Proceedings of JCI
, vol.6
, pp. 177-180
-
-
Takewaka, K.1
Matsumoto, S.2
-
26
-
-
18344364433
-
Shear capacity of damaged RC beam with partial longitudinal cracks in space
-
Toongoenthong, K. and Maekawa, K. (2004). "Shear capacity of damaged RC beam with partial longitudinal cracks in space." Proceedings of JCI, 26, 385-390.
-
(2004)
Proceedings of JCI
, vol.26
, pp. 385-390
-
-
Toongoenthong, K.1
Maekawa, K.2
-
27
-
-
0034335173
-
Interaction between loading, corrosion and serviceability of reinforced concrete
-
Yoon, S., Wang, K., Weiss, W. J. and Shah, S. P. (2000). "Interaction between loading, corrosion and serviceability of reinforced concrete." ACI Materials Journal, 97(6), 637-644.
-
(2000)
ACI Materials Journal
, vol.97
, Issue.6
, pp. 637-644
-
-
Yoon, S.1
Wang, K.2
Weiss, W.J.3
Shah, S.P.4
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