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大花水碾压混凝土拱坝构造缝有限元法研究

Study on the FEM for the Structural Joint of Dahuashui RCC Arch Dam

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【作者】 秦小华徐明毅杨家修陈胜宏

【Author】 QIN Xiao-hua1 ,XU Ming-yi1 ,YANG Jia-xiu2 ,CHEN Sheng-hong1 (1.State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan City 430072; 2.Guiyang Institute of Hydropower Design, Guiyang City 550002)

【机构】 水资源与水电工程科学国家重点实验室武汉大学贵阳勘测设计研究院水资源与水电工程科学国家重点实验室武汉大学 武汉430072武汉430072贵阳550002武汉430072

【摘要】 采用三维有限元方法,分析了大花水碾压混凝土拱坝的应力、变形,比较了无诱导缝和设诱导缝对大花水拱坝坝体应力、应变规律的影响。论证了诱导缝设置位置的合理性,并提出设置周边缝的合理范围,为工程设计提出依据和建议。

【Abstract】 In this paper, the distribution characteristics of stress and deformation of the Dahuashui RCC arch dam are analyzed by using 3-D FEM. Based on the analysis, the influences of the non-induced joint and induced joint on the rules of stress and deformation of the dam are evaluated. According to the study, the rationality for the position of the induced joint is justified, the best location for setting peripheral short joint is given out, and some proposals for design and construction are put forward.

【基金】 国家自然科学基金(50379039)
  • 【文献出处】 中国农村水利水电 ,China Rural Water and Hydropower , 编辑部邮箱 ,2005年07期
  • 【分类号】TV642.4
  • 【被引频次】5
  • 【下载频次】145
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