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峡江水利枢纽泄水闸底板裂缝成因有限元分析
引用本文:万迪文. 峡江水利枢纽泄水闸底板裂缝成因有限元分析[J]. 南昌工程学院学报, 2012, 0(4): 54-56,61
作者姓名:万迪文
作者单位:峡江水利枢纽工程管理局
摘    要:结合施工期大坝安全监测所得应力、温度等实测数据,运用非线性有限元法对泄水闸底板进行施工期仿真计算.通过对仿真计算结果与裂缝实际分布的对比分析,得出裂缝形成的主要成因是基础约束、温度应力,并提出了防治裂缝的针对性措施.

关 键 词:底板裂缝  安全监测  实测数据  非线性有限元  裂缝成因

Analysis of causes of cracks in sluice bottom of Xiajiang Hydro-junction based on finite element method
WAN Diwen. Analysis of causes of cracks in sluice bottom of Xiajiang Hydro-junction based on finite element method[J]. Journal of Nanchang Institute of Technology, 2012, 0(4): 54-56,61
Authors:WAN Diwen
Affiliation:WAN Diwen(Administration Bureau of Xiajiang Hydro-junction Project of Jiangxi Province,Nanchang 330046,China)
Abstract:In order to analyze the different causes of various cracks in Xiajiang Hydro-junction,the sluice bottom is simulated with the nonlinear finite element method(FEM),combining the stress and temperature experimental data obtained from the dam safety monitoring process.Through the comparison and analysis of actual conditions and the results with the actual distribution of cracks,it is concluded that the primary factors causing different kinds of cracks are infrastructure constraints and temperature stress.The paper proposed some specific measures of prevention and treatment of cracks.
Keywords:cracks in bottom  safety monitoring  measured data  nonlinear FEM  causes of cracks
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