Modeling the flexural behavior of corroded reinforced concrete beams with considering stirrups corrosion
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This study shows that the stirrups corrosion should receive more attention in the serviceability limit state due to its considerable effect on flexural behavior. Based on a parametric study, it shows that the effect of the crosssection loss of tension reinforcements on the load-carrying capacity of the corroded beam is more significant than the bond strength reduction.
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Modeling the flexural behavior of corroded reinforced concrete beams with considering stirrups corrosion
Nội dung trích xuất từ tài liệu:
Modeling the flexural behavior of corroded reinforced concrete beams with considering stirrups corrosion
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Reinforced concrete Stirrup corrosion Finite element model Flexural nonlinear behavior Considering stirrups corrosionGợi ý tài liệu liên quan:
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