Experiment Study on Degradation Laws of Sulfuric Acid Corrosion Reinforcements

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Abstract:

The corrosion of concrete structures is serious in sulfuric acid environments. Corrosion damage of reinforcements caused sulfuric acid corrosion is very serious. The rapid experiments of sulfuric acid corrosion steel bars were carried out, and the apparent morphology and mechanical properties of sulfuric acid corrosion steel bars were studied. The results show that the corrosion of steel bars is uniform corrosion. With the increase of corrosion rate, the yield platforms and the yield strengths and ultimate strengths are reduced. Based on the experimental datas, the relationship models between yield strengths and ultimate strengths and corrosion rates were obtained. The constitutive models of corrosion steel bars were established. The stress - strain relationship model is in good agreement with the experimental data.

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23-27

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February 2018

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© 2018 Trans Tech Publications Ltd. All Rights Reserved

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[1] D. T. Niu, M. Q. Lin, Y. C. Li. Mechanism of Analysis of corrosion failure concrete in complex chemical environment. J. Build. Struct. S(1) (2014) 136-141.

Google Scholar

[2] J. Montenya, N. De Beliea, E. Vincke, Chemical and microbiological tests to simulate sulfuric acid corrosion of polymer-modified concrete. Cem. Concr. Res. 21 (2001) 248-249.

DOI: 10.1016/s0008-8846(01)00565-8

Google Scholar

[3] E. R. Mario, C. B. Juan, V. Jaime. Cyclic stress- strain behavior of reinforcing steel including effect of buckling. J. Struct. Eng. ASCE, 125(6) (1999) 605-612.

DOI: 10.1061/(asce)0733-9445(1999)125:6(605)

Google Scholar

[4] P. D. Rajesh, M. Koichi. Modeling for post yields buckling of reinforcement. J. Struct. Eng. ASCE, 128(3) (2002) 341-349.

Google Scholar

[5] B. Sungjin, M. Alexa, B. Oguzhan. Inelastic buckling of reinforcing bars. J. Struct. Eng. ASCE, 131(2) (2005) 314-328.

DOI: 10.1061/(asce)0733-9445(2008)134:8(1399)

Google Scholar

[6] M. K. Mohammad, J. C. Adam, A. A. Nicholas. Nonlinear stress–strain behavior of corrosion-damaged reinforcing bars including inelastic buckling. Eng. Struct. 48 (2013) 417-429.

DOI: 10.1016/j.engstruct.2012.09.034

Google Scholar