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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Cai Haibing, Peng Limin, Yao Zhishu, . EXPERIMENTAL RESEARCH ON WHOLE-SECTION EXTRA-LONG HORIZONTAL FREEZING DISPLACEMENT IN SHALLOW-BURIED TUNNEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 80-83. doi: 10.13204/j.gyjz200912020

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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

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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

[2] 刁波, 叶英华, 焦俊婷, 等.钢-混凝土组合构件非线性分析.工业建筑, 2002, 32(2):44～45

Ye Yinghua, Diao Bo.Nonlinear Analysis of Concrete Structures.哈尔滨:哈尔滨工业大学出版社, 1996

[3] Diao B, et al.Strength Analysis of Reinforced Concrete Columns with Arbitray Cross-section under Bieccentric loadings.Progress in Natural Science, 2001, 11(4):309～315

[4] 焦俊婷, 叶英华, 刁波.钢筋混凝土偏压构件截面非线性分析高斯积分.北京航空航天大学学报, 2003, 29(4):370～373

[5] Tsao W H, Hsu C-T T.Behaviour of Biaxial Loaded Square and L-Shaped Slender Reinforced Concrete Columns.Magazine of Concrete Research, 1994, 46(169):257～267

[6] CEN COMITE Euro-International du Beton.CEB-FIP Model Code 1990(Final Draft).Viennas:1991

[7] 叶英华, 刁波.任意截面钢筋混凝土双向偏压构件材料及几何非线性分析.建筑结构学报, 1996, 17(6):19～25

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