| 碾压混凝土高拱坝分缝形式研究 |
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| 引用本文： | 陈刚,江启升,张林,何江达.碾压混凝土高拱坝分缝形式研究[J].四川大学学报(工程科学版),2000,32(6):15-19. |
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| 作者姓名： | 陈刚 江启升 张林 何江达 |
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| 作者单位： | 四川大学,水电学院,成都,610065 |
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| 摘 要： | 为解决碾压混凝土高拱坝设计的技术问题，结合沙牌工程，采用模型试验和三维非线性有限元计算方法，对碾压混凝土高拱坝不同分缝方案坝体结构的应力、变形及裂缝情况进行分析，从而确定分缝形式的合理性，为工程设计和施工提供参考依据。
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| 关 键 词： | 诱导缝 碾压混凝土拱坝 结构模型试验 有限元分析 分缝形式 |
| 修稿时间： | 2000-01-20 |
Study on Joint Type of the High RCC Arch Dam |
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| CHEN Gang,JIANG Qi-sheng,ZHANG Lin,HE Jiang-da.Study on Joint Type of the High RCC Arch Dam[J].Journal of Sichuan University (Engineering Science Edition),2000,32(6):15-19. |
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| Authors: | CHEN Gang JIANG Qi-sheng ZHANG Lin HE Jiang-da |
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| Abstract: | The structural models test and 3 D non linear finite element method are used to study the constructional joint problem of shapai high RCC arch dam. The paper analysis the stress, strain and fracture of the different joints design of the dam. The reasonable constructional design is recommend as reference for engineering design and construction. |
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| Keywords: | induced joints RCC arch dam structural model test finite element analysis |
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