THE ANALYSIS OF THE CHARACTERISTICS OF HRB500 REINFORCED ECCENTRIC LOADING COLUMNS BY THE CALCULATION RESULTS

Yu Hongjie; Zhang Yange

doi:10.13204/j.gyjz200809019

Volume 38 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(9): 64-66

Yu Hongjie, Zhang Yange. THE ANALYSIS OF THE CHARACTERISTICS OF HRB500 REINFORCED ECCENTRIC LOADING COLUMNS BY THE CALCULATION RESULTS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 64-66. doi: 10.13204/j.gyjz200809019

Citation:

Yu Hongjie, Zhang Yange. THE ANALYSIS OF THE CHARACTERISTICS OF HRB500 REINFORCED ECCENTRIC LOADING COLUMNS BY THE CALCULATION RESULTS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 64-66. doi: 10.13204/j.gyjz200809019

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THE ANALYSIS OF THE CHARACTERISTICS OF HRB500 REINFORCED ECCENTRIC LOADING COLUMNS BY THE CALCULATION RESULTS

doi: 10.13204/j.gyjz200809019

1.
Luohe Vocational &Technical College Luohe 462000

Received Date: 2008-04-28
Publish Date: 2008-09-20

Abstract

Abstract

Nonlinear analysis of the behaviors of HRB500 reinforced eccentric loading columns is done using the large general structural analysis software MATLAB.The interaction between HRB500 steel bar and concrete is discussed based on the numerical result.The computing results are compared with test ones,between which there is a good agreement.
- HRB500 steel bar,
- eccentric loading columns,
- analysis of the whole process

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References(6)

References

徐有邻.我国混凝土结构用钢筋的现状及发展.土木工程学报,1999(5):3-9

[2] 刘立新,张艳丽.HRB500 MPa级钢筋混凝土轴心受压短柱受力性能研究.郑州大学学报(工学版),2006,27(4):1-5

[3] 丁大钧.现代混凝土结构学.北京:中国建筑工业出版社,2000:355-383

[4] 过镇海.混凝土的强度和本构关系原理与应用.北京:中国建筑工业出版社,2004:123-162

[5] 卢亦焱,童光兵.外包钢与碳纤维布复合加固钢筋混凝土偏压柱受力全过程分析.工程力学,2006,23(7):72-80,92

[6] GB 50010-2002 混凝土结构设计规范

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