摘要
采用一种基于ANSYS/LS-DYNA的非线性动力有限元分析方法,对离析桩的桩身进行了数值模拟,得到了离析桩的应力波反射规律及特点,说明基于ANSYS/LS-DYNA非线性动力有限元分析方法能够较准确地检测桩基缺陷。
A nonlinear dynamic finite element analysis method based on ANSYS/LS-DYNA is used to carry out the numerical simulation of the isolation pile, and to get the stress wave reflection pattern and characteristics of isolation pile. The result shows that nonlinear dynamic finite element analysis method based on ANSYS/LS-DYNA can detect the defect of pile foundation accurately.
出处
《城市道桥与防洪》
2014年第7期394-396,29,共3页
Urban Roads Bridges & Flood Control
关键词
有限元
数值模拟
桩基缺陷
检测
finite element,numerical simulation,defect of pile foundation,detection