| 底缝对拱坝工作性态的影响 |
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| 引用本文： | 杜成斌,任青文. 底缝对拱坝工作性态的影响[J]. 河海大学学报(自然科学版), 1999, 27(5): 48-52 |
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| 作者姓名： | 杜成斌 任青文 |
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| 作者单位： | 河海大学土木工程学院,南京,210098 |
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| 基金项目： | 国家自然科学基金重点项目,"九五"攻关资助 |
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| 摘 要： | 结合一试验拱坝数值方法研究了底缝对拱坝的非线性影响,坝体、坝基和接缝均考虑了材料的弹塑性,坝体,地基处理用Ｄｒｕｃｋｅｒ－Ｐｒａｇｅｒ准则模拟,接缝材料用Ｍｏｈｒ－Ｃｏｕｌｏｍｂ准则模拟,模拟了接缝的滑移、开裂等非线性行为,计算结果和试验值一致性较好。
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| 关 键 词： | 底缝拱坝 模型试验 拱应力 悬臂梁应力 |
| 修稿时间： | 1998-10-13 |
Effect of Base Joint on Performance of Arch Dam |
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| Du Chengbin,Ren Qingwen. Effect of Base Joint on Performance of Arch Dam[J]. Journal of Hohai University (Natural Sciences ), 1999, 27(5): 48-52 |
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| Authors: | Du Chengbin Ren Qingwen |
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| Abstract: | The nonlinear effect ofbase joint on the performance of arch dams is studied with numerical method and modelexperiment in this paper. Elasticity and plasticity of the dam,the foundation and thejoints are considered.The Drucker-Prager criterion is adopted for the dam and thefoundation,and the Mohr-Columb criterion is adopted for the joints.Good agreements betweencalculated results and model experiment results are achieved. |
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| Keywords: | base joint arch dam model experiment arch stress cantilever beam stress |
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