Modeling the flexural carrying capacity of corroded RC beam |
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| Authors: | Xiao-hui Wang Xi-la Liu |
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| Institution: | Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China |
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| Abstract: | Considering the change of bond strength between corroded steel and concrete, flexural carrying ca-pacity of corroded reinforced concrete (RC) beam was calculated. On the basis of the condition of equilibriumof forces and compatibility of deformations for the whole beam, a model for the prediction of flexural carryingcapacity of the corroded RC beam was proposed. Comparison of the model's predictions with the experimentalresults published in the literature shows the practicality of the proposed method. |
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| Keywords: | bond strength flexural capacity mechanical behavior corroded reinforced concrete beam |
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