基于施工期温度仿真的小湾高拱坝结构诱导缝设置效果分析
Study on Effect of Setting Structure Joint for Xiaowan High Arch Dam
作者：周伟 (武汉大学 水资源与水电工程科学国家重点实验室, 湖北 武汉 430072)；常晓林(武汉大学 水资源与水电工程科学国家重点实验室, 湖北 武汉 430072)；喻建清(国家电力公司昆明勘测设计研究院, 云南 昆明 650061)
Author：(State Key Lab. of Water Resources and Hydropower Eng. Sci., Wuhan Univ., Wuhan 430072, China)；(State Key Lab. of Water Resources and Hydropower Eng. Sci., Wuhan Univ., Wuhan 430072, China)；(Kunming Hydroelectric Investigation and Design Insti. of China Hydro Consultants Company, Kunming 650051,China)
收稿日期：2006-09-19 年卷（期）页码：2008,40(1):51-57
期刊名称：工程科学与技术
Journal Name：Advanced Engineering Sciences
关键字：小湾拱坝；结构诱导缝；有限元；子模型
Key words：Xiaowan High Arch Dam;structure jiont;FEM;sub model method
基金项目：
中文摘要
考虑施工期至运行期全过程瞬态温度荷载和水荷载的影响，采用无厚度的接触单元模拟诱导缝的工作性态，分别采用整体模型和子模型对小湾高拱坝坝踵附近诱导缝的设置效果进行了全面、深入分析。从整体仿真计算结果来看，小湾拱坝设上游结构诱导缝后，坝踵应力可以得到较大的改善，且对坝体的整体性影响较小。仿真计算结果为小湾拱坝结构诱导缝设计提供了科学依据。
英文摘要
Effect of setting structure joint for Xiaowan high arch dam is discussed considering thermal stress and water loads from construction period to operation period. A no thickness contact element is presented to simulate structure joint, uniaxial equivalent tensile softening model is adopted as constitutive model of dam concrete. FEM analysis is performed with the whole model and sub model in this paper. The computation results show that the tensile stress on dam heel is released. Setting structure joint on dam heel has little influence on the whole structure of dam. The results can offer theory references for design of Xiaowan High Arch Dam.
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