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- W765173457 abstract "In this study we deal with bending behaviors of a concrete filled tubular(CFT) with various diameter-thickness ratios and concrete strengths. In finite element analysis using a commercial package(LUSAS), the bonding effect between concrete and steel in CFT structures is modeled by applying a joint element for the bonding surface. In order to consider the nonlinearity of concrete and steel tubes, stress-strain curves of the concrete and steel are used for the increased stresses in a plastic domain. The numerical results obtained from the proposed method show good agreement with the experimental data from load-displacement curves of a steel tube under distributed loads. Several parametric studies are focused on structural characteristics of CFT under bending effects for different diameter-thickness ratios and concrete strengths." @default.
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- W765173457 date "2009-01-01" @default.
- W765173457 modified "2023-09-23" @default.
- W765173457 title "Bending Performance Evaluation of Concrete Filled Tubular Structures With Various Diameter-thickness Ratios and Concrete Strengths" @default.
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