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水力发电学报 ›› 2019, Vol. 38 ›› Issue (5): 114-120.doi: 10.11660/slfdxb.20190513

• • 上一篇    

如美观测廊道流固耦合多体接触分析

  

  • 出版日期:2019-05-25 发布日期:2019-05-23

Coupled fluid-solid analysis of observation galleries in Rumei dam with multi-body contact

  • Online:2019-05-25 Published:2019-05-23

摘要: 渗流作用下的多体接触问题在水利工程中普遍存在,现有的接触面单元方法存在诸多缺陷。基于计算接触力学的框架和计算程序,通过Lagrange乘子法引入接触界面孔压连续条件,发展了基于流固耦合理论的计算接触力学方法;对如美观测廊道进行流固耦合情况下的多体接触应力变形分析。分析结果表明,计算接触力学方法具有有效处理非协调计算网格的能力,可有效解决如美观测廊道三维形态复杂,以及廊道块体与坝体尺寸相差悬殊所带来的有限元计算网格划分的巨大困难。计算所得观测廊道位移的计算结果分布合理,且能很好地捕捉块体间大规模脱开和滑移等不连续变形。由于进行了计算网格的局部加密,可在混凝土廊道边壁内计算得到较为准确合理的应力分布。

关键词: 计算接触力学, 流固耦合, 如美心墙堆石坝, 观测廊道

Abstract: Problems of multi-body contact with seepage are common in hydraulic engineering, but traditional joint element-based methods have a number of shortcomings. In this paper, we develop a new algorithm of multi-body contact with consolidation using a Lagrange multiplier method to handle the pore pressure continuity condition at contact interfaces, based on the computational contact mechanics and fluid-solid coupling. This algorithm is applied to a stress-deformation analysis of the observation galleries in the earth core of the Rumei dam. Numerical calculations show that it is capable of handling non-conforming meshes and effectively solves the enormous difficulties in mesh generation arising from the complicated 3D form of the galleries and the huge dimensional differences between the gallery blocks and dam body. The calculated gallery displacements are reasonable, and the behaviors of discontinuous deformation such as the separation and sliding between the gallery blocks are captured. By refining the local gallery mesh, we can further achieve better results and a higher accuracy in the calculations of stress distribution over the gallery blocks.

Key words: computational contact mechanics, fluid-solid coupling, Rumei earth-rockfill dam, observation gallery

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