Page 125 - Handbook of Materials Failure Analysis
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120 CHAPTER 5 Failure analysis of reinforced concrete structures
[21] Bastidas-Arteaga E, Sa ´nchez-Silva M, Chateauneuf A, Ribas Silva M. Coupled reliabil-
ity model of biodeterioration, chloride ingress and cracking for reinforced concrete struc-
tures. Struct Saf 2008;30:110–29.
[22] Zhao Y, Yu J, Jin W. Damage analysis of cracking model of reinforced concrete struc-
tures with rebar corrosion. Corros Sci 2011;53:3388–97.
[23] Biondini F, Bontempi F, Frangopol DM, Malerba PG. Cellular automata approach to
durability analysis of concrete structures in aggressive environments. J Struct Eng ASCE
2004;130(11):1724–37.
[24] Biondini F, Bontempi F, Frangopol DM, Malerba PG. Probabilistic service life assess-
ment and maintenance planning of concrete structures. J Struct Eng ASCE
2006;132(5):810–25.
[25] Biondini F, Frangopol DM, Malerba PG. Uncertainty effects on lifetime structural
performance of cable-stayed bridges. Probab Eng Mech 2008;23(4):509–22.
[26] Biondini F, Frangopol DM. Lifetime reliability-based optimization of reinforced con-
crete cross-sections under corrosion. Struct Saf 2009;31:483–9.
[27] Enright MP, Frangopol DM. Service-life prediction of deteriorating concrete bridges.
J Struct Eng ASCE 1998;124(3):309–17.
[28] Enright MP, Frangopol DM. Probabilistic analysis of resistance degradation of rein-
forced concrete bridge beams under corrosion. Eng Struct 1998;20(11):960–71.
[29] Enright MP, Frangopol DM. Maintenance planning for deteriorating concrete bridges.
J Struct Eng ASCE 1999;125(12):1407–14.
[30] Frangopol DM, Lin K-Y, Estes AC. Reliability of reinforced concrete girders under cor-
rosion attack. J Struct Eng ASCE 1997;123(3):286–97.
[31] Du YG, Chan AHC, Clark LA. Finite element analysis of the effects of radial expansion
of corroded reinforcement. Compos Struct 2006;84:917–29.
[32] Val DV, Chernin L, Stewart MG. Experimental and numerical investigation of corrosion-
induced cover cracking in reinforced concrete structures. J Struct Eng ASCE
2009;135:376–85.
[33] Ozbolt J, Balabanic G, Kuster M. 3D numerical modelling of steel corrosion in concrete
structures. Corros Sci 2011;53:4166–77.
[34] Val DV, Melchers RE. Reliability of deteriorating RC slab bridges. J Struct Eng ASCE
1997;123(12):1638–44.
[35] Vu KAT, Stewart MG. Structural reliability of concrete bridges including improved
chloride-induced corrosion models. Struct Saf 2000;22:313–33.
[36] Brazilian Association of Technical Standards, ABNT NBR 6118—Design of concrete
structures—procedures. Rio de Janeiro; 2003.
[37] Oliveira HL, Leonel ED. Cohesive crack growth modelling based on an alternative non-
linear BEM formulation. Eng Fract Mech 2013;111:86–97.
[38] Mazars, J. Application de la mechanique de l’endommagement au comportement non
lineaire et à la rupture du be ´ton de structure, Paris. The `se de Doctorat d’ Etat, Universite ´
Paris 6; 1984.
[39] He XG, Kwan KH. Modelling dowel action of reinforcement bars for finite element anal-
ysis of concrete structures. Compos Struct 2001;79:595–604.
[40] Martin-Perez B, Pantazopoulou SJ. Effect of bond, aggregate interlock, and dowel action
on the shear strength degradation of reinforced concrete. Eng Struct 2001;23:214–27.
[41] Belarbi A, Hsu TTC. Stirrup stresses in reinforced concrete beams. ACI Struct J
1990;87:530–8.