The Ultimate Bearing Capacity of Partial Concrete Encased Steel Strengthened Column

Zhan Zhong Yin; Qiang Wang; Ya Xiong Liang; Zong Rui Hu

doi:10.4028/www.scientific.net/AMM.215-216.796

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 215-216The Ultimate Bearing Capacity of Partial Concrete...

The Ultimate Bearing Capacity of Partial Concrete Encased Steel Strengthened Column

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.

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Periodical:

Applied Mechanics and Materials (Volumes 215-216)

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796-799

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https://doi.org/10.4028/www.scientific.net/AMM.215-216.796

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Online since:

November 2012

Authors:

Zhan Zhong Yin*, Qiang Wang, Ya Xiong Liang, Zong Rui Hu

Keywords:

Analysis, Bearing Capacity, Partial Concrete Encased, Strengthened Columns

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