| 砖砌体的非线性计算 |
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| 引用本文： | 王珊 武建华. 砖砌体的非线性计算[J]. 土木与环境工程学报, 2001, 23(1): 10-16 |
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| 作者姓名： | 王珊 武建华 |
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| 作者单位： | 重庆大学B区 建筑工程学院, |
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| 摘 要： | 在分析总结近年来国内外对砖砌体的本构关系和破坏准则的理论研究成果的基础上，找出了较合理、适用的本构关系和破坏准则的组合，能较好地描述砖砌体受力破坏的力学特性。并通过自行编制的“砖混结构平面有限元分析程序”对一些算例进行了验算，得到较好的结果。
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| 关 键 词： | 砖砌体 本构关系 非线性计算 |
| 文章编号： | 1006－7329（2001）01－0010－07 |
| 修稿时间： | 2000-05-15 |
The Nonlinear Analysis of Brick Masonry |
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| WANG Shan,WU Jian-hua. The Nonlinear Analysis of Brick Masonry[J]. Journal of Civil and Environmental Engineering, 2001, 23(1): 10-16 |
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| Authors: | WANG Shan WU Jian-hua |
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| Abstract: | On the basis of analyzing and summarizing the recent theoretical researches on constitutive models and failure criteria for brick masonry, a combination of a useful constitutive model with a reasonable failure criterion is used for describing the behavior of brick masonry under the loading in plane. A finite element program of nonlinear analysis is compiled. The predicted results are found to be in good agreement with Andreau's results. |
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| Keywords: | brick masonry constitutive model failure criteria |
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