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- W4283460214 abstract "The flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles (CFST-LA) was investigated experimentally and numerically in this paper. Eleven full-scale CFST-LA specimens were tested under four points bending load. The effects of embedded latticed angles on the flexural strengths, load-deflection curves and load-strain curves of test specimens were obtained from the test results. A finite element model (FEM) was developed and verified against test results. Based on the validated FEM, parametric studies were conducted to analyze the effect of the confinement factor, structural steel index and the relative distance of angles on the flexural strengths of the CFST-LA specimens. Both experimental and numerical results demonstrated that the flexural strengths of the CFST-LA specimens were enhanced by the embedded latticed angles. Design methods based on AISC 360–16 specifications and data points curve fitting were proposed. It is shown that both methods are able to predict the flexural strength of CFST-LA members with reasonable accuracy." @default.
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- W4283460214 date "2022-09-01" @default.
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- W4283460214 title "Flexural behavior of circular section concrete-filled steel tubes with embedded latticed angles" @default.
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- W4283460214 doi "https://doi.org/10.1016/j.jcsr.2022.107401" @default.
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