Assessing the shear behavior of corroded steel fiber reinforced concrete beams without shear reinforcement using nonlinear finite element analysis
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In this paper, the finite element models of non-corroded and corroded SFRC beams have been constructed and verified regarding load-displacement curves, crack patterns, and failure modes. Finally, a parametric study also was performed to assess the effect of essential design parameters on the shear strength of SFRC beams under corrosion attacks.
Nội dung trích xuất từ tài liệu:
Assessing the shear behavior of corroded steel fiber reinforced concrete beams without shear reinforcement using nonlinear finite element analysis
Nội dung trích xuất từ tài liệu:
Assessing the shear behavior of corroded steel fiber reinforced concrete beams without shear reinforcement using nonlinear finite element analysis
Tìm kiếm theo từ khóa liên quan:
Shear strength Steel fiber reinforced concrete Steel corrosion Nonlinear finite element analysis Crack patternsGợi ý tài liệu liên quan:
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