Citation:
Wang Li, Deng Sihua. Nonlinear Analysis of Reinforced Concrete Beam Bending Damage Experimentation Based On ABAQUS. Journal of Information Technologyin Civil Engineering and Architecture,
2010, 2(1): 64-67.
2010, 2(1): 64-67.
Nonlinear Analysis of Reinforced Concrete Beam Bending Damage Experimentation Based On ABAQUS
Beijing University ofCivil Engineering and Architecture, Beijing 100044, China |
Based on the the finite element analysis software ABAQUS, the nonlinear analysis of a reinforced concrete beam was carried out.In this simple beam analysis, the concrete damage plasticity model in ABAQUS has been introduced thoroughly.Finally, the results of the experimentation and the ABAQUS analysis were compared in a diagram, accordingly reasons of the result difference between the two methods were discussed about, which can be a useful reference for the further study of the finite element analysis on ABAQUS.
| [1] | |
| [2] |
吕西林, 金国芳, 吴晓涵, 钢筋混凝土结构非线性理论与应用[M], 同济大学出版, 1997. |
| [3] |
庄茁, 张帆, 岑松, ABAQUS非线性有限元分析与实例, 科学出版社, 2005 |
| [4] |
ABAQUSAnalysis User's Manual, ABAQUS Inc, 2006 |
| [5] |
东南大学等, 混凝土结构设计原理, 中国建筑工业出版社, 2008. 6 |
| [6] |
《混凝土结构设计规范》(GB50010-2002) |
| [7] |
江见鲸, 陆新征, 叶列平, 混凝土结构有限元分析, 清华 大学出版社, 2005 |
| [8] |
张国丽, 苏军, 基于ABAQUS的钢筋混凝土非线性分析, 科学技术与工程, 2008. 10 |
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