|本期目录/Table of Contents|

[1]吴方伯,熊江陵,李 钧,等.基于空间等效桁架单元方法的钢筋混凝土结构非线性分析[J].建筑科学与工程学报,2015,32(03):1-6.
 WU Fang-bo,XIONG Jiang-ling,LI Jun,et al.Nonlinear Analysis of RC Structure Based on Space Equivalent Truss Element Method[J].Journal of Architecture and Civil Engineering,2015,32(03):1-6.
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基于空间等效桁架单元方法的钢筋混凝土结构非线性分析(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
32卷
期数:
2015年03期
页码:
1-6
栏目:
出版日期:
2015-05-30

文章信息/Info

Title:
Nonlinear Analysis of RC Structure Based on Space Equivalent Truss Element Method
作者:
吴方伯熊江陵李 钧岳建武周绪红
湖南大学土木工程学院
Author(s):
WU Fang-bo, XIONG Jiang-ling, LI Jun,YUE Jian-wu, ZHOU Xu-hong
School of Civil Engineering, Hunan University
关键词:
空间等效桁架单元有限元法刚度等效钢筋混凝土结构非线性分析
Keywords:
space equivalent truss element finite element method stiffness equivalence RC structure nonlinear analysis
分类号:
-
DOI:
-
文献标志码:
A
摘要:
针对传统有限元分析的复杂性以及裂缝描述不准确等缺点,从空间应力单元出发,结合平面等效桁架单元的研究方法,提出了一种空间等效桁架单元;基于空间等效桁架单元和空间应力单元刚度等效的原则,推导了等效后的单元刚度矩阵、杆件截面面积和杆件轴力计算公式,探讨了空间等效桁架单元应用于钢筋混凝土结构非线性分析的相关问题;借助ANSYS10.0采用该方法对一桥墩结构进行计算分析,并与采用平面等效桁架单元方法和试验方法所得结果进行了对比。结果表明:采用该方法对钢筋混凝土结构进行分析能够满足工程精度要求,并且能够准确描述裂缝的开展。
Abstract:
In order to deal with complexity of traditional finite element analysis and inaccurate description of cracks, a kind of space equivalent truss element was proposed based on space stress element and plane equivalent truss element method. Based on the principle of stiffness equivalence for space equivalent truss element and space stress element, the equivalent element stiffness matrix, the equivalent sectional area of member bar and the formula of axial force were derived. The problems related to space equivalent truss element used in nonlinear analysis of reinforced concrete (RC) structure were discussed. A bridge pier structure was analyzed by space equivalent truss element with ANSYS 10.0, and the analysis results were compared with the results of plane equivalent truss element and test. The results show that the method proposed is feasible to analyze RC structure, can satisfy the requirements of engineering precision and accurately describe the crack development.

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备注/Memo

备注/Memo:
更新日期/Last Update: 2015-05-27