| 泵站底板应力弹性地基梁法与三维静力计算对比分析 |
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| 引用本文： | 蔡书生.泵站底板应力弹性地基梁法与三维静力计算对比分析[J].企业科技与发展,2008(5):88-89. |
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| 作者姓名： | 蔡书生 |
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| 作者单位： | 广西电力工业勘察设计研究院,广西南宁530023 |
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| 摘 要： | 底板在泵站结构计算中占重要地位。在对长洲水利枢纽库区防护下六河泵站底板应力进行计算，分别采用弹性地基梁法、三维静力（通用软件KNSYS）计算，对应力结果进行综合分析表明，三维应力分析对边墙与底板结合处、弹性地基梁法对底板中部，与实际受力状态较为一致，为下一步结构设计优化提供依据。
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| 关 键 词： | 底板应力 弹性地基梁法 三维静力分析 Ansys |
Contrast analysis of elastic foundation beam and 3D Finite Element Method on bottom slab stress of pumping station |
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| Authors: | Cai Shu-sheng |
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| Institution: | Cai Shu-sheng (Guangxi Electric Power Industry Investigation Design and Research Institute, Nanning Guangxi 530023) |
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| Abstract: | Bottom slab is a important component of pumping station. Calculating bottom slab stress of Xia Liu River pumping station of Changzhou Hydraulic Project by the elastic foundation beam and the 3D finite element method separately. The results represent that middle part stress of bottom slab by elastic foundation beam, joint stress of wall and bottom slab bv 3D finite element method is in reason with fact effect, which can be used a base of optimization for construction. |
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| Keywords: | bottom slab stress elastic foundation beam 3D Finite Element Method Static Analysis Ansys |
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