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基于黏弹性人工边界的高拱坝气幕隔震效果

Isolation effect of air-cushion in high arch dams considering viscous-spring artificial boundary condition

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【作者】 张少杰陈江张元泽刘浩吾

【Author】 ZHANG Shao-jie1,CHEN Jiang2,ZHANG Yuan-ze1,LIU Hao-wu1(1.Sichuan University,Chengdu 610065,China;2.Scientific Research Institute of Kunming Investigation and Design Institute,Kunming 650033,China)

【机构】 四川大学水利水电学院中国水电顾问集团昆明勘测设计研究院科学研究分院

【摘要】 基于气-液-固三相耦合理论模型,采用动力有限元时程分析的数值仿真方法,对锦屏一级拱坝进行了气幕隔震效果的三维数值模拟。引入黏弹性人工边界的基本原理,在坝基截断边界添加弹簧-阻尼单元以考虑无限地基的辐射阻尼影响。数值仿真结果表明:气幕显著降低了上游坝面的动水压力,气幕厚度越大,隔震效果越好。与无气幕时相比,气幕厚度为1、2和3m时,动水压力分别降低了58.2%、71.5%和81.9%,位移及应力反应也相应降低。

【Abstract】 Based on the theoretical model of gas-liquid-solid the 3D numerical simulation for the Jinping Arch Dam was carried out to discuss the effects of air-cushion isolation by using the dynamic finite element analysis.Based on the basic theory of viscous-spring artificial boundary condition,spring-damping elements were added to truncated boundary of dam foundation to consider the influence of radiation damping.Numerical simulation results show that the air-cushion reduces the hydrodynamic pressure significantly.The thicker the air-cushion,the better the isolation effects will be.Comparing with the case of none air-cushion,the hydrodynamic pressure decreases by 58.2%,71.5%,81.9% for air cushion thickness 1m thick,2m and 3m respectively.Meanwhile,the displacement and stress response also decreases accordingly.

【基金】 国家自然科学基金重大研究计划资助项目(90715026)
  • 【文献出处】 水利学报 ,Journal of Hydraulic Engineering , 编辑部邮箱 ,2011年02期
  • 【分类号】TV642.4
  • 【被引频次】4
  • 【下载频次】171
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