1 |
Bhargava, K., Ghosh, A.K., Mori, Y. and Ramanujam, S. (2007), "Corrosion-induced bond strength degradation in reinforced concrete: analytical and empirical models", Nucl. Eng. Des., 237, 1140-1157.
DOI
ScienceOn
|
2 |
Cairns, J., Du, Y. and Law, D. (2006), "Residual bond strength of corroded plain round bars", Mag. Concrete Res., 58(4), 221-231.
DOI
|
3 |
Cempel, C., Natke, H.G. and Yao, J.T.P. (2000), "Symptom reliability and hazard for systems condition monitoring", Mech. Syst. Sig. Proc., 14(3), 495-505.
DOI
|
4 |
Ceravolo, R., Pescatore, M. and De Stefano, A. (2009), "Symptom‐based reliability and generalized repairing cost in monitored bridges", Reliab. Eng. Syst. Saf., 94(8), 1331‐1339.
DOI
|
5 |
Chen, H.P. and Alani, A.M. (2012), "Reliability and optimised maintenance for sea defences", Proceedings of the ICE: Maritime Engineering, 165(2), 51-64.
DOI
|
6 |
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.
|
7 |
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
|
8 |
Chen, H.P. and Xiao, N. (2011), "Symptom-based damage prognosis for deteriorating bridge structures", The 6th International Workshop on Advanced Smart Materials and Smart Structures Technology (ANCRiSST 2011), Dalian, China.
|
9 |
Chen, H.P. and Xiao, N. (2012), "Analytical solutions for corrosion-induced cohesive concrete cracking", J. Appl. Math., Article ID 769132, 25, doi:10.1155/2012/769132.
DOI
|
10 |
Fang, C., Yang, S. and Zhang, Z. (2013), "Bending characteristics of corroded reinforced concrete beam under repeated loading", Struct. Eng. Mech., 47(6), 773-790.
DOI
|
11 |
Frangopol, D.M., Strauss, A. and Kim, S. (2008), "Use of monitoring extreme data for the performance prediction of structures: General approach", Eng. Struct., 30(12), 3644-3653.
DOI
|
12 |
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
|
13 |
Liu, Y. and Weyers, R.E. (1998), "Modelling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures", ACI Mater. J., 95(6), 675-681.
|
14 |
Kim, K., Bolander, J.E. and Lim, Y.M. (2012), "Simulation of corroded RC structures using a threedimensional irregular lattice model", Struct. Eng. Mech., 41(5), 645-662.
DOI
|
15 |
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, 1287-1296.
DOI
|
16 |
Lawless, J.F. (1982), Statistical Models and Methods for Lifetime Data, Wiley, New York.
|
17 |
Melchers, R.E. (1999), Structural Reliability: Analysis and Prediction, Chichester UK, John Wiley and Sons.
|
18 |
Mullard, J.A. and Stewart, M.G. (2011), "Corrosion-induced cover cracking: new test data and predictive models", ACI Mater. J., 108(1), 71-79.
|
19 |
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.
|
20 |
Ortega, N.F., Rivas, I.E., Aveldano, R.R. and Peralta, M.H. (2011), "Beams affected by corrosion influence of reinforcement placement in the cracking", Struct. Eng. Mech., 37(2), 163-176.
DOI
|
21 |
Pantazopoulou, S.J. and Papoulia, K.D. (2001), "Modelling cover cracking due to reinforcement corrosion in RC structures", J. Eng. Mech., ASCE, 127(4), 342-351.
DOI
|
22 |
Sadeghi, J. and Rezvani, F.H. (2013), "Development of non-destructive method of detecting steel bars corrosion in bridge decks", Struct. Eng. Mech., 46(5), 615-627.
DOI
|
23 |
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
|
24 |
Stewart, M.G. and Rosowsky, D.V. (1998), "Time-dependent reliability of deteriorating reinforced concrete bridge decks", Struct. Saf., 20(1), 91-109.
DOI
|
25 |
Straub, D. and Faber, M.H. (2005), "Risk based inspection planning for structural systems", Struct. Saf., 27(4), 335-355.
DOI
|
26 |
Torres-Acosta, A.A. and Martinez-Madrid, M.M. (2003), "Residual life of corroding reinforced concrete structures in marine environment", J. Mater. Civil Eng., ASCE, 15(4), 344-353.
DOI
|