1 |
Almusallam, A.A., Al-Ghantani, A.S., Aziz, A.R. and Rasheeduzzafar. (1996), "Effect of reinforcement corrosion on bond strength", Construct. Build. Mater., 10(2), 123-129.
DOI
|
2 |
Alonso, C., Andrade, C., Rodriguez, J. and Diez, J.M. (1998), "Factors controlling cracking of concrete affected by reinforcement corrosion", Mater. Struct., 31(7), 435-441.
DOI
|
3 |
Al-Sulaimani, G.J., Kaleemullah, M., Basanbul, I.A. and Rasheeduzzafar. (1990), "Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members", ACI Struct. J., 87(2), 220-231.
|
4 |
Auyeung, Y.B., Balaguru, P. and Chung, L. (2000), "Bond behaviour of corroded reinforcement bars", ACI Mater. J., 97(2), 214-220.
|
5 |
Banba, S., Abe, T., Nagaoka, K. and Murakami, Y. (2014), "Evaluation method for bond-splitting behavior of reinforced concrete with corrosion based on confinement stress of concrete against corrosion expansion", J. Adv. Concrete Tech., 12(1), 7-23.
DOI
|
6 |
Bhargava, K., Ghosh, A.K., Mori, Y. and Ramanujam, S. (2007a), "Ultimate flexural and shear capacity of concrete beams with corroded reinforcement", Struct. Eng. Mech., 27(3), 347-363.
DOI
|
7 |
Bhargava, K., Ghosh, A.K., Mori, Y. and Ramanujam, S. (2007b), "Corrosion-induced bond strength degradation in reinforced concrete- analytical and empirical models", Nucl. Eng. Des., 237(11), 1140-1157.
DOI
ScienceOn
|
8 |
Cairns J., Du, Y. and Law, D. (2006), "Residual bond strength of corroded plain round bars", Mag. Concrete Res., 58(4), 221- 231.
DOI
|
9 |
Cairns, J. and Abdullah, R.B. (1996), "Bond strength of black and epoxy-coated reinforcement-a theoretical approach", ACI Mater. J., 93(4), 362-369.
|
10 |
CEB-FIP (1990), CEB-FIP Model Code 1990, Comite Euro-International du Beton (CEB), Thomas Telford, London, UK.
|
11 |
Chen, H.P. and Alani, A.M. (2012), "Reliability and optimised maintenance for sea defences", Proc. ICE: Marit. Eng. 165(2), 51-64.
DOI
|
12 |
Chen, H.P. and Alani, A.M. (2013), "Optimized maintenance strategy for concrete structures affected by cracking due to reinforcement corrosion", ACI Struct. J., 110(2), 229-238.
|
13 |
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
|
14 |
Chen, H.P. and Xiao, N. (2012), "Analytical solutions for corrosion-induced cohesive concrete cracking", J.Appl.Math. Article ID 769132.
|
15 |
Coronelli, D., Hanjari, K. and Lundgren, K. (2013), "Severely corroded RC with cover cracking", J. Struct. Eng., ASCE, 139(2), 221-232.
DOI
|
16 |
Chen, H.P. and Xiao, N. (2015), "Symptom-based reliability analyses and performance assessment of corroded reinforced concrete structures", Struct. Mech. Eng., 53(6), 1183-1200.
DOI
|
17 |
Coronelli, D. (2002), "Corrosion cracking and bond strength modelling for corroded bars in reinforced concrete", ACI Struct. J., 99(3), 267-276.
|
18 |
Coronelli, D. and Gambarova, G. (2000), "A mechanical model for bond strength of corroded reinforcement in concrete", Proceedings of the 14th Engineering Mechanics Conference, Austin, Texas.
|
19 |
Eurocode 2 (2004), Design of Concrete Structure, European comitee for standardization, Brussels, Belgium.
|
20 |
Fischer, C. (2010), "Experimental investigations on the effect of corrosion on bond of deformed bars", 8th fib PhD Symposium, Kgs, Lyngby, Denmark.
|
21 |
Fan, Y., Hu, Z., Luan, H., Wang, D. and Chen, A. (2014), "A study of deterioration of reinforced concrete beams under various forms of simulated acid rain attack in the laboratory", Struct. Mech. Eng., 52(1), 35-49.
DOI
|
22 |
Frangopol, D.M., Kong, J.S. and Gharaibeh, E.S. (2001), "Reliability-based life-cycle management of highway bridges", J. Comput. Civil Eng., ASCE, 15(1), 27-34.
DOI
ScienceOn
|
23 |
Giuriani, E., Plizzari, G. and Schumm, C. (1991), "Role of stirrups and residual tensile strength of cracked concrete on bond", J. Struct. Eng., ASCE, 117(1), 1-18.
DOI
|
24 |
Gu, X., Zhang, W., Shang, D. and Wang, X. (2010), "Flexural behaviour of corroded reinforced concrete beams", Earth and Space 2010, ASCE, 3545-3552.
|
25 |
Law, D.W., Tang, D., Molyneaux, T.K.C. and Gravina, R. (2011), "Impact of crack width on bond: confined and unconfined rebar", Mater. Struct., 44(7), 1287-1296.
DOI
|
26 |
Hillerborg, A., Modeer, M. and Petersson, P.E. (1976), "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements", Cement Concrete Res., 6(6), 773-782.
DOI
|
27 |
Huang, T.L. and Chen, H.P. (2013), "Symptom-based reliability analysis and remaining service life prediction of deteriorating RC structures", Key Eng. Mater., 569, 151-158.
|
28 |
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
|
29 |
Li, F. and Yuan, Y. (2013), "Effects of corrosion on bond behavior between steel strand and concrete", Construct. Build. Mater., 38, 413-422.
DOI
|
30 |
Lundgren, K. (2002), "Modelling the effect of corrosion on bond in reinforced concrete", Mag. Concrete Res., 54(3), 165-173.
DOI
|
31 |
Nepal, J., Chen, H.P. and Alani, A.M. (2013), "Analytical modelling of bond strength degradation due to reinforcement corrosion", Key Eng. Mater., 569, 1060-1067.
|
32 |
Nepal, J. and Chen, H.P. (2014), "Evaluation of residual strength of corrosion damaged reinforced concrete structures", 4th International Symposium on Life-Cycle Civil Engineering, Tokyo, Japan.
|
33 |
Pantazopoulou, S. and Papoulia, K. (2001), "Modeling cover-cracking due to reinforcement corrosion in RC structures", J. Eng. Mech., ASCE, 127(4), 342-351.
DOI
|
34 |
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
|
35 |
Rodriguez, J., Ortega, L.M. and Casal, J. (1994), "Corrosion of reinforcing bars and service life of reinforced concrete structures: corrosion and bond deterioration", Proceedings of International Conference on Concrete across Borders, Odense, Denmark.
|
36 |
Shetty, A., Venkataramana, K. and Narayan K.S. B. (2014), "Flexural bond strength behaviour in OPC concrete of NBS beam for various corrosion levels", Struct. Mech. Eng., 49(1), 81-93.
DOI
|
37 |
Tee, K.F., Khan, L.R. and Chen, H.P., (2013), "Probabilistic failure analysis of underground flexible pipes", Struct. Mech. Eng., 47(2), 167-183.
DOI
|
38 |
Val, D.V., Stewart, M.G. and Melchers, R.E. (1998), "Effect of reinforcement corrosion on reliability of highway bridges", Eng. Struct., 20(11), 1010-1019.
DOI
|
39 |
Van Noortwijk, J.M. (2009), "A survey of the application of gamma processes in maintenance", Reliab. Eng. Syst. Saf., 94(1), 2-21.
DOI
ScienceOn
|
40 |
Van Noortwijk, J.M. and Frangopol, D.M. (2004), "Two probabilistic life-cycle maintenance models for deteriorating civil infrastructures", Probab. Eng. Mech., 19(4), 345-359.
DOI
|
41 |
Vidal, T., Castel, A. and Francois, R. (2004), "Analyzing crack width to predict corrosion in reinforced concrete", Cement Concrete Res., 34(1), 165-174.
DOI
|
42 |
Wang, X.H. and Liu, X.L. (2004), "Modelling effects of corrosion on cover cracking and bond in reinforced concrete", Mag. Concrete Res., 56(4), 191-199.
DOI
|
43 |
Zhao, Y., Lin, H., Wu, K. and Jin, W. (2014), "Bond behaviour of normal/recycled concrete and corroded steel bars", Construct. Build. Mater., 48, 348-359.
|
44 |
Xia, J., Jin, W.L. and Li, L.Y. (2012), "Effect of chloride-induced reinforcing steel corrosion on the flexural strength of reinforced concrete beams", Mag. Concrete Res., 64(6), 471-485.
DOI
|
45 |
Zhang, R., Castel, A. and Francois, R. (2010), "Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process", Cement Concrete Res., 40(3), 415-425.
DOI
|