| 超高面板堆石坝应力变形随高度变化规律探讨 |
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| 引用本文： | 张岩,燕乔,吴长彬,杨霞.超高面板堆石坝应力变形随高度变化规律探讨[J].西北水电,2010(3):84-87. |
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| 作者姓名： | 张岩 燕乔 吴长彬 杨霞 |
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| 作者单位： | 三峡大学水利与环境学院,湖北省宜昌市,443002 |
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| 摘 要： | 通过有限元软件ANSYS二次开发，对200m级过渡到300m级不同坝高的7个超高面板堆石坝模型进行应力变形仿真计算，并对计算结果进行比较分析，得出其随坝高变化规律和一些有益的结论。
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| 关 键 词： | ANSYS 次开发 超高坝 面板堆石坝 坝高 变化规律 |
Discussion on the law of stress-deformation change of high concrete face rockfill dam with its height |
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| ZHANG Yan,YAN Qiao,WU Chang-bin,YANG Xia.Discussion on the law of stress-deformation change of high concrete face rockfill dam with its height[J].Northwest Water Power,2010(3):84-87. |
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| Authors: | ZHANG Yan YAN Qiao WU Chang-bin YANG Xia |
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| Affiliation: | (College of Water Resources and Environment,Three Gorges University, Yichang 443002,China) |
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| Abstract: | The dam height is a sensitive factor to the stress-deformation change of a concrete face rockfill dam.. Through the redevelopment of ANSYS software, this paper simulates the stress-deformation of 7 high concrete face rockfill dam models with heights ranging from 200 m to 300 m. In addition, the calculation results are compared and analyzed, and the law of stress-deformation change with dam height is obtained, which will be beneficial to high concrete face rockfill dam construction. |
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| Keywords: | ANSYS |
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