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基于ABAQUS的重力坝三维非线性静动力分析
引用本文:孙正华,田斌,熊勃勃.基于ABAQUS的重力坝三维非线性静动力分析[J].水电能源科学,2011,29(12):63-66.
作者姓名:孙正华  田斌  熊勃勃
作者单位:三峡大学水利与环境学院,湖北宜昌,443002
摘    要:以在建的大华桥碾压混凝土重力坝为例,采用ABAQUS软件中的混凝土损伤塑性本构模型,模拟了大坝在静力荷载与地震荷载下的工作性态,对比分析了坝体材料的线性与非线性对大坝应力位移的影响及坝体在地震作用下可能出现的损伤破坏区及其规律.验证结果表明,坝体材料采用非线性比线性更能反映实际坝体应力分布与位移规律及坝体的损伤破坏区,为混凝土重力坝的震害研究提供了参考依据.

关 键 词:碾压混凝土重力坝  ABAQUS  线性与非线性  静动力分析  地震反应

Three-dimensional Nonlinear Static and Dynamic Analysis of Gravity Dam Based on ABAQUS
SUN Zhenghu,TIAN Bin and XIONG Bobo.Three-dimensional Nonlinear Static and Dynamic Analysis of Gravity Dam Based on ABAQUS[J].International Journal Hydroelectric Energy,2011,29(12):63-66.
Authors:SUN Zhenghu  TIAN Bin and XIONG Bobo
Affiliation:College of Hydraulic and Environment Engineering, China Three Gorges University, Yichang 443002, China;College of Hydraulic and Environment Engineering, China Three Gorges University, Yichang 443002, China;College of Hydraulic and Environment Engineering, China Three Gorges University, Yichang 443002, China
Abstract:Taking Dahuaqiao RCC gravity dam in construction for an example, concrete damage plasticity constitutive model in ABAQUS software is used to simulate dam performance under the static load and seismic load. And the influence of linear and nonlinear materials on dam stress and displacement is analyzed. Then it discusses the rule of the dam damaged areas under action of earthquake. Test results show that the non-linear materials is better than the linear to reflect the actual laws of the dam stress distribution and damage area, which provides reference for study of concrete gravity dam on earthquake damage.
Keywords:rolled concrete gravity dam  ABAQUS  linear and nonlinear  static-dynamic analysis  seismic response
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