NONLINEAR ANALYSIS OF REINFORCED CONCRETE MEMBERS WITH IRREGULAR SHAPE SECTIONS SUBJECTED TO BIECCENTRIC COMPRESSION

Jiao Junting; Ye Yinghua; Diao Bo; Yu Linchong

doi:10.13204/j.gyjz200402011

Volume 34 Issue 2

Dec. 2014

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Jiao Junting, Ye Yinghua, Diao Bo, Yu Linchong. NONLINEAR ANALYSIS OF REINFORCED CONCRETE MEMBERS WITH IRREGULAR SHAPE SECTIONS SUBJECTED TO BIECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 33-36. doi: 10.13204/j.gyjz200402011

Citation:

Jiao Junting, Ye Yinghua, Diao Bo, Yu Linchong. NONLINEAR ANALYSIS OF REINFORCED CONCRETE MEMBERS WITH IRREGULAR SHAPE SECTIONS SUBJECTED TO BIECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 33-36. doi: 10.13204/j.gyjz200402011

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NONLINEAR ANALYSIS OF REINFORCED CONCRETE MEMBERS WITH IRREGULAR SHAPE SECTIONS SUBJECTED TO BIECCENTRIC COMPRESSION

doi: 10.13204/j.gyjz200402011

1.
1. Dept. of Civil Engineering,Beijing University of Aeronautics and Astronautics Beijing 100083;
2.
2. Dept.of Dynamic Engineering,Beijing University of Aeronautics and Astronautics Beijing 100083

Received Date: 2003-06-27
Publish Date: 2004-02-20

Abstract

Abstract

A new and simplified numerical integration method of sections is suggested, and the secant stiffness and tangent stiffness calculation simple formulation of reinforced concrete members under bieccentric compression is derived, based on nonlinear behavior of materials and geometry. Using this method, nonlinear analysis of some reinforced concrete members under bieccentric compression are taken by tracing full path.The theoretical results correspond well with experimental data.
- reinforced concrete,
- members with irregular shape sections,
- structural nonlinear analysis,
- bieccentric compression

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References(7)

References

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