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地震作用下水库坝体与水体相互作用数值模拟
引用本文:许栋,梁心雅,许航维,李健增,及春宁.地震作用下水库坝体与水体相互作用数值模拟[J].计算力学学报,2022,39(1):28-36.
作者姓名:许栋  梁心雅  许航维  李健增  及春宁
作者单位:天津大学 水利工程仿真与安全国家重点实验室, 天津 300072
基金项目:国家自然科学基金(51979186;51579175)资助项目
摘    要:地震作用下水库坝体受迫振动,推动坝后水体波动,造成水体动压作用于坝体,形成坝-水耦合作用,影响坝体安全.为了评估坝体振动引起的水面波动及坝体所受动水荷载作用,建立坝体动边界条件下的不可压水体运动数学模型,模拟了地震波作用下的坝后水体波动和动力荷载.结果 表明,在忽略坝体自身弹性变形的条件下,地震作用下坝体激发的水体表面...

关 键 词:地震  水库  坝-水相互作用  波浪  数值模拟
收稿时间:2020/10/26 0:00:00
修稿时间:2021/2/20 0:00:00

Numerical simulation of the interaction between dam and water in reservoir under earthquake excitation
XU Dong,LIANG Xin-y,XU Hang-wei,LI Jian-zeng,JI Chun-ning.Numerical simulation of the interaction between dam and water in reservoir under earthquake excitation[J].Chinese Journal of Computational Mechanics,2022,39(1):28-36.
Authors:XU Dong  LIANG Xin-y  XU Hang-wei  LI Jian-zeng  JI Chun-ning
Institution:State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China
Abstract:During earthquakes, hydraulic dams are subjected to forced vibrations which induce surface water waves and hydrodynamics pressure behind the dam.Such dam-water coupled interactions may affect dam safety. In order to evaluate the influence of surface waves and hydrodynamic pressures on dams, a mathematical model is established for incompressible flow with moving boundary conditions to simulate the seismically excited surface waves and hydrodynamic pressures.Simulation results show that under the assumption of negligible elastic deformation of the dam, the height and energy of surface waves increase linearly with the vibration amplitude of the dam; the wave height increases nonlinearly with water depth of the reservoir.The primary fluid forces on the dam are the added mass force and the hydrostatic pressure. The horizontal movement of the ground under the reservoir has a minor influence on the hydrodynamic forces on the dam.
Keywords:earthquake  dam-water interaction  wave  numerical simulation
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