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《Journal of Xiangtan Normal University (Natural Science Edition)》 2003-04
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Nonlinear finite element analysis of concrete-filled steel tubular (single tube) rib arch

CHEN You-jie, CHEN Bao-chun (College of Civil Engineering and Architecture, Fuzhou University, Fujian 350002, China)  
A method is presented to analyze the behavior of concrete-filled steel tubular (CFST) arch, which considers the material and geometric nonlinear property, and a finite element program. In the program, beam element and combined CFST constitutive are used. The method of solution used is that of the mixed procedure (incremental method + modified Newton iteration). Using this method, two CFST model arches are analyzed. Comparisons of numerical results with the test results indicate that, this program can get out the basic mechanic behaviors of the CFST arch on the whole loading progress. However, there is some difference in the final phase which indicates that the material constitutive of the CFST arch has itself property and should be studied more in the further.
【Fund】: 福州大学科技发展基金研究项目 (XKJ(YM) -0 113 )
【CateGory Index】: TU398.9
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