钢筋混凝土梁柱单元的高斯积分

刁波; 郭冲

doi:10.13204/j.gyjz200508013

钢筋混凝土梁柱单元的高斯积分

doi: 10.13204/j.gyjz200508013

刁波,
郭冲

1.
北京航空航天大学?土木工程系?北京?100083

基金项目:

国家自然科学基金资助项目(编号:50342015)。

详细信息

作者简介:
刁波,女,1958年,月出生,教授,博导

中图分类号: TU375
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- 文章访问数: 134
- HTML全文浏览量: 6
- PDF下载量: 666
- 被引次数: 0
出版历程
- 收稿日期: 2005-02-02
- 刊出日期: 2005-08-20

GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL

Diao Bo,
Guo Chong

1.
Department of Civil Engineering,Beijing University of Aeronautics and Astronautics Beijing 100083

摘要

摘要: 在已建立的任意截面钢筋混凝土梁柱单元模型基础上，分析了单元积分时高斯点数对钢筋混凝土结构非线性分析结果的影响，分析比较了现行混凝土结构设计规范建议的用于计算弯压截面极限承载力的混凝土受压-关系和用于非线性分析的-关系的差异，并将计算结果与试验结果比较，建议合理的钢筋混凝土梁柱单元积分高斯点数。
- 钢筋混凝土 /
- 梁柱单元 /
- 非线性分析 /
- 高斯积分
Abstract: Based on derive beam-column element model of reinforced concrete,reinforced concrete structures are analized to take into account the effect of the number of Gauss point on the nonlinear analysis results when finite element stiffness is integrated.The difference between two concrete - relations are compared with nonlinear analysis of cross -section.The two relations are suggested by the current code for design of concrete structures,one is used for calculation of bearing capacity under bending and compression, the other is used for nonlinear analysis of concrete structures.The analytic results are compared with experimental data and suggestions on suitable Gauss integration points are given for reinforced concrete beam -colimn element.
- reinforced concrete /
- beam -column element /
- nonlinear analysis /
- Gauss integration

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参考文献(8)

GB 50010-2002 混凝土结构设计规范;

[2] 叶英华,刁波.Nonlinear Analysis of Concrete Structures,哈尔滨:哈尔滨工业大学出版社,1996.35～38;

[3] Diao Bo,Sparowitz Lutz,Ye Yinghua.Strength Analysis of Reinforced Concrete Columns with Arbitrary Cross-Section under Bieccentric Loading,Progress in Natural Science,2001,11(4):309～315;

[4] Diao Bo,Ye Yinghua.Computer Analysis of Arbitrary Reinforced Concrete Cross-Section under Bieccentric Load,Progress in Natural Science,2000,10(4):302～306;

[5] 叶英华.任意形状钢筋混凝土截面非线性全过程分析.哈尔滨建筑大学学报,1995,28(5):12～16;

[6] 刁学东,刁波,叶英华,等.我国规范与CEB规范建议的本构关系对钢筋混凝土正截面分析的影响.工业建筑,2004,34(5):70～72;

[7] 王勖成,绍敏.有限单元法基本原理和数值分析.清华大学出版社,1998.129～130;

[8] Wang G G.Nonlinear Analysis of Rinforced Concrete Columns by Cubic-Spline Function,Journal of Engineering Mechanics,1998(7):803～810

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