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小湾双曲拱坝稳定三维非线性有限元分析
引用本文:强天弛,杨若琼,沈大利,周维垣. 小湾双曲拱坝稳定三维非线性有限元分析[J]. 云南水力发电, 2000, 16(1): 68-70,76
作者姓名:强天弛  杨若琼  沈大利  周维垣
作者单位:清华大学水利水电工程系北京100084
基金项目:国家“九五”科技攻关项目子题编号96-221-04-03-2(1)
摘    要:作者使用大型三维非线性有限元程序(TFINE)对小湾双曲拱坝加固情况进行了数值计算,对其大坝正常荷载下的位移和应力进行了分析,并对拱坝上抬问题进行了研究,最后对小湾拱坝的超载能力进行了计算。

关 键 词:双曲拱坝 非线性有限元 稳定分析 应力分析
文章编号:1006-3951(2000)01-0068-03

Stability Analysis of Xiaowan Arch Dam Using Three Dimensional Non- linear Finite Element Method
QIANG Tian-chi,YANG Ruo-qiong,SHEN Da-li,ZHOU Wei-yuan. Stability Analysis of Xiaowan Arch Dam Using Three Dimensional Non- linear Finite Element Method[J]. Yunnan Water Power, 2000, 16(1): 68-70,76
Authors:QIANG Tian-chi  YANG Ruo-qiong  SHEN Da-li  ZHOU Wei-yuan
Abstract:A numerical simulation on Xiaowan arch dam under reinforcement was performed using Three Dimensional Non-linear Finite Element Method. The displacements and stresses of the dam were analyzed and the arch dam uplift was researched. At last the overloading capacity of Xiaowan arch dam was calculated.
Keywords:Xiaowan arch dam  Three Dimensional Non-linear Finite Element Method  stability analysis  stress analysis  overloading analysis  
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