1 |
Almusallam, A., Al-Gahtani, A., Aziz, A., Dakhil, F. and Rasheeduzzafar (1996), "Effect of reinforcement corrosion on flexural behaviour of reinforced concrete slabs", J. Mater. Civil Eng.-ASCE, 8(3), 123-27.
DOI
ScienceOn
|
2 |
Au, F.T.K. and Du, J.S. (2004), "Prediction of ultimate stress in unbonded prestressed tendons", Mag. Concrete Res., 56(1), 1-11.
DOI
ScienceOn
|
3 |
Azad, A.K., Ahmad, S. and Al-Gohi, B. (2010), "Flexural strength of corroded reinforced concrete beams", Mag. Concrete Res., 62(6), 405-14.
DOI
ScienceOn
|
4 |
Azad, A.K., Ahmad, S. and Azher, S.A. (2007), "Residual strength of corrosion-damaged reinforced concrete beams", ACI Mater. J., 104(1), 40-47.
|
5 |
Cairns, J. and Zhao, Z. (1993), "Behaviour of concrete beams with exposed reinforcement", Proceedings of the ICE-Struct. Build., 99(2), 141-154.
DOI
|
6 |
Chen, H.P. and Alani, A. (2012), "Reliability and optimised maintenance for sea defences", Proceedings of the ICE: Maritime Eng., 165(2), 51-64.
DOI
|
7 |
Chen, H.P. and Alani, A. (2013), "Optimized maintenance strategy for concrete structures affected by cracking due to reinforcement corrosion", ACI Struct. J., 110(2), 229-38.
|
8 |
Chen, H.P. and Bicanic, N. (2010), "Identification of structural damage in buildings using iterative procedure and regularisation method", Eng. Comput., 27(8), 930-950.
DOI
ScienceOn
|
9 |
Chen, H.P. and Xiao, N. (2012), "Analytical solutions for corrosion-induced cohesive concrete cracking", J. Appl. Math., Article ID 769132.
|
10 |
Chen, H.P. and Xiao, N. (2014), "Reliability analyses and performance assessment of corroded reinforced concrete structures", Struct. Mech. Eng., 53(6), 1183-1200.
|
11 |
Chung. L., Najm. H. and Balaguru. P. (2008), "Flexural behavior of concrete slabs with corroded bars", Cement Concrete Compos., 30(3), 184-193.
DOI
ScienceOn
|
12 |
Comite Euro-international du Beton-Federation International de la Precontrainte (CEB-FIP), (1993), CEB-FIP Model Code 1990 Design Code, Thomas Telford, London.
|
13 |
EC2 2004, Eurocode 2: Design of Concrete Structures-Part 1-1: General rules and rules for buildings (BS EN 1992-1-1:2004), Brussels: European committee for standardization.
|
14 |
EI Maaddawy, T., Soudki, K. and Topper, T. (2005), "Analytical model to predict nonlinear flexural behavior of corroded reinforced concrete beams", ACI Struct. J., 102(4), 550-559.
|
15 |
Nepal, J. and Chen, H.P. (2014a), "Gamma process modelling for lifecycle performance assessment of corrosion affected concrete structures", Proceedings of the World Congress on Advances in Civil, Environmental and Materials Research, Busan, Korea.
|
16 |
Khan, I., Francois, R. and Castel, A. (2014), "Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams", Cement Concrete Res., 56, 84-96.
DOI
ScienceOn
|
17 |
Liu, M. and Frangopol, D.M. (2005), "Time-dependent bridge network reliability: novel approach", J. Struct. Eng.-ASCE, 131(2), 329-337.
DOI
ScienceOn
|
18 |
Mangat, P.S. and Elgarf, S. (1999), "Flexural strength of concrete beams with corroding reinforcement", ACI Struct. J., 96(1), 149-159.
|
19 |
Nepal, J. and Chen, H.P. (2014b), "Evaluation of residual strength of corrosion damaged reinforced concrete structures", Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, Tokyo, Japan.
|
20 |
Pantazopoulou, S.J. and Papoulia, K.D. (2001), "Modeling cover-cracking due to reinforcement corrosion in RC structures", J. Eng. Mech.-ASCE, 127(4), 342-351.
DOI
ScienceOn
|
21 |
Papakonstantinou, K.G. and Shinozuka, M. (2013), "Probabilistic model for steel corrosion in reinforced concrete structures of large dimensions considering crack effects", Eng. Struct., 57, 306-326.
DOI
ScienceOn
|
22 |
Tee, K.F., Khan, L.R. and Chen, H.P. (2013), "Probabilistic failure analysis of underground flexible pipes", Struct. Eng. Mech., 47(2), 167-183.
DOI
ScienceOn
|
23 |
Tilly, G.P. and Jacobs, J. (2007), Concrete Repairs-Performance in service and current practice, IHS BRE Press, Willoughby Road, UK.
|
24 |
Wang, X.H. and Liu, X.L. (2010), "Simplified methodology for the evaluation of residual strength of corroded reinforced concrete beams", J. Perform. Constr. Fac., 24(2), 108-119.
DOI
ScienceOn
|
25 |
Torres-Acosta, A.A., Navarro-Gutierreza, S. and Teran-Guillen, J. (2007), "Residual flexure capacity of corroded reinforced concrete beams", Eng. Struct., 29(6), 1145-1152.
DOI
ScienceOn
|
26 |
Van Noortwijk, J.M. and Frangopol, D.M. (2004), "Two probabilistic life-cycle maintenance models for deteriorating civil infrastructures", Probabilist. Eng. Mech., 19(4), 345-359.
DOI
ScienceOn
|
27 |
Van Noortwijk, J.M. (2009), "A survey of the application of gamma processes in maintenance", Reliab. Eng. Syst. Safe., 94(1), 2-21.
DOI
ScienceOn
|
28 |
Xia, J., Jin, W. and Li, L. (2012), "Effect of chloride-induced reinforcing steel corrosion on the flexural strength of reinforced concrete beams", Mag. Concrete Res., 64(6), 471-485.
DOI
ScienceOn
|
29 |
Zhang, W., Song, X., Gu, X. and Li, S. (2012), "Tensile and fatigue behavior of corroded rebars", Constr. Build. Mater., 34, 409-417.
DOI
ScienceOn
|