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- W831602737 abstract "In this study, nonlinear behavior of concrete filled circular steel tube has been investigated. Also the nonlinear behavior of bare steel tube has been analyzed and compared to that of the concrete filled steel tube. The potential imperfection in steel has been considered as the buckling modes of circular steel tube subjected to pure bending. The initial imperfection has turned out to be one of the important factors to the ultimate load. It was certified that the concrete filled effect increased the ultimate loads of concrete filled tube with an initial imperfection. A simple concrete-filled modeling which reflects the fact that the deformation of cross-section of steel tube is constrained by the in-filled concrete was used for this study. The numerical analysis results show that the concrete-filled effects result in the increase of the ultimate load and the ductility of the bending member. From the results of some examples concerned with the thickness of steel tube, it is concluded that the concrete filled effect is apparent for the thinner steel tube." @default.
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- W831602737 date "2003-01-01" @default.
- W831602737 modified "2023-09-23" @default.
- W831602737 title "Nonlinear Analysis of Concrete Filled Steel Tube Subjected to Pure Bending" @default.
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