【摘要】 模型参数的偏导数及敏感性分析是结构正反分析中的一个重要内容 ,其中又以参数的偏导数计算为关键 .而非线性模型的参数偏导数计算和敏感性分析却一直未能很好解决 .以能较好模拟土体非线性力学行为的Duncan -ChangE -B模型为基础 ,通过分解应力球量与应力偏量 ,导出一个在有限元计算中 ,位移对参数偏导数的数值计算公式 .并通过算例对Duncan模型参数的敏感性进行了分析更多还原

【Abstract】 The analysis of partial derivative and sensitivity of model’s parameters has long been regarded as an important subject in the back analysis of structure construction, and the calculation of partial derivative has been taken as a crucial role. However, against linear model, the analysis of non-linear model’s parameters has not been done well.The Duncan-Chang E-B model is used to simulate the non-linear mechanical behavior of soil. With the separation of hydrostatic stress and stress deviator, a partial derivative formulation about displacement and parameter is derived in finite element evaluation. Application in an example shows that different parameters have different influence on sensitivity.更多还原