The Ultimate Bearing Capacity of Partial Concrete Encased Steel Strengthened Column

Author:

Yin Zhan Zhong1,Wang Qiang1,Liang Ya Xiong1,Hu Zong Rui1

Affiliation:

1. Lanzhou University of Technology

Abstract

The finite element modes of composite columns were built. The nonlinear analysis of the common steel column and the partial concrete encased steel composite columns were conducted. The load-displacement curves were getting. The strength of partial concrete encased steel Strengthened columns was much higher than the common steel column. Finally, Construction design suggestions and theory study of the type of partial concrete encased steel composite columns are advanced according to the results of analysis and computer simulation.

Publisher

Trans Tech Publications, Ltd.

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