Influence of long-term corrosion in chloride environment on mechanical behaviour of RC beam

Vu Hiep Dang; Raoul François

doi:10.1016/j.engstruct.2012.09.021

journal article Mar 01, 2013

Influence of long-term corrosion in chloride environment on mechanical behaviour of RC beam

Vu Hiep Dang

Raoul François

Engineering Structures Vol. 48 pp. 558-568 · Elsevier BV

View at Publisher Save 10.1016/j.engstruct.2012.09.021

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References

26

[1]

Castel "Mechanical behaviour of corroded reinforced concrete beams – Part 1: Experimental study of corroded beams" Mater Struct/Mater Constr (2000) 10.1007/bf02480533

[2]

Castel "Mechanical behaviour of corroded reinforced concrete beams – Part 2: Bond and notch effects" Mater Struct/Mater Constr (2000) 10.1007/bf02480534

[3]

Yoon "Interaction between loading, corrosion, and serviceability of reinforced concrete" ACI Mater J (2000)

[4]

Maaddawy "Long-term performance of corrosion-damaged reinforced concrete beams" ACI Struct J (2005)

[5]

Malumbela "Behavior of RC beams corroded under sustained service loads" Constr Build Mater (2009) 10.1016/j.conbuildmat.2009.06.005

[6]

Malumbela (2009)

[7]

Azad "Residual strength of corrosion-damaged reinforced concrete beams" ACI Mater J (2007)

[8]

Mangat "Flexural strength of concrete beams with corroding reinforcement" ACI Struct J (1999)

[9]

Khan "Structural performance of a 26-year-old corroded reinforced concrete beam" Eur J Civil Eng (2012) 10.1080/19648189.2012.667992

[10]

Du "Impact of reinforcement corrosion on ductile behavior of reinforced concrete beams" ACI Struct J (2007)

[11]

Yuan "Comparison of two accelerated corrosion techniques for concrete structures" ACI Struct J (2007)

[12]

Vidal "Corrosion process and structural performance of a 17year old reinforced concrete beam stored in chloride environment" Cement Concr Res (2007) 10.1016/j.cemconres.2007.08.004

[13]

Zhang "Concrete cover cracking with reinforcement corrosion of RC beam during chloride-induced corrosion process" Cement Concr Res (2010) 10.1016/j.cemconres.2009.09.026

[14]

François "Effect of damage in reinforced concrete on carbonation or chloride penetration" Cement Concr Res (1988) 10.1016/0008-8846(88)90033-6

[15]

Konin "Analysis of progressive damage to reinforced ordinary and high performance concrete in relation to loading" Mater Struct/Mater Constr (1988) 10.1007/bf02486411

[16]

Söylev "Corrosion of reinforcement in relation to presence of defects at the interface between steel and concrete" J Mater Civil Eng (2005) 10.1061/(asce)0899-1561(2005)17:4(447)

[17]

François "Influence of service cracking on reinforcement steel corrosion" J Mater Civil Eng (1998) 10.1061/(asce)0899-1561(1998)10:1(14)

[18]

Rodriguez "Load carrying capacity of concrete structures with corroded reinforcement" Constr Build Mater II (1997) 10.1016/s0950-0618(97)00043-3

[19]

Liu "Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures" ACI Mater J (1998)

[20]

BS EN 1992-1-1 Eurocode 2: design of concrete structures—Part 1: General rules and rules for buildings, November 2002.

[21]

CEB-FIP model code 1990.

[22]

Zhang "Serviceability Limit State criteria based on steel–concrete bond loss for corroded reinforced concrete in chloride environment" Mater Struct (2009) 10.1617/s11527-008-9460-0

[23]

Vu "Response of post-tensioned concrete beams with unbonded tendon including serviceability and ultimate state" Eng Struct (2010) 10.1016/j.engstruct.2009.11.001

[24]

Fançois R, Khan I, Dang V-H. Impact of corrosion on mechanical properties of steel embedded in 27-year-old corroded reinforced concrete beams. Mater Struct, in press, http://dx.doi.org/10.1617/s11527-012-9941-3.

[25]

Cairns "Mechanical properties of corrosion-damaged reinforcement" ACI Mater J (2005)

[26]

Vidal "Analyzing crack width to predict corrosion in reinforced concrete" Cement Concr Res (2004) 10.1016/s0008-8846(03)00246-1

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109

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References

Details

Published: Mar 01, 2013
Vol/Issue: 48
Pages: 558-568

Authors

Cite This Article

Vu Hiep Dang, Raoul François (2013). Influence of long-term corrosion in chloride environment on mechanical behaviour of RC beam. Engineering Structures, 48, 558-568. https://doi.org/10.1016/j.engstruct.2012.09.021

Influence of long-term corrosion in chloride environment on mechanical behaviour of RC beam

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