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Post-processing of finite element stress fields using dual kriging based methods for structural analysis of concrete dams

机译:基于双克里金法的混凝土坝结构分析有限元应力场的后处理

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摘要

A post-processing scheme for force and moment resultant determination in finite element (FE) analysis of concrete dams is proposed. Generally, stress integration is performed with algorithms based on the use of FE shape functions. The global problem of determining the resultant forces and moments, on a planar surface, results from the local treatment of each element cut by the surface. Difficulties arise when the surface is arbitrarily oriented and when the elements include curved edges. A global approach involving the dual kriging interpolation method is proposed to handle these complications. This interpolation technique is used (ⅰ) to define parametric curves and surfaces, and (ⅱ) to estimate stress tensor field values within the model. The interpolated stresses are subsequently integrated to yield the resultant forces and moments. Computation of resultant forces and moments on arbitrarily oriented planar surfaces is performed in 2D and 3D structural models to assess the performance of the proposed approach.
机译:提出了混凝土坝有限元分析中确定力和力矩合成的后处理方案。通常,使用基于FE形状函数的算法执行应力积分。确定平面上的合力和力矩的全局问题是由对表面切割的每个元素的局部处理导致的。当表面被任意地定向并且当元件包括弯曲边缘时,会出现困难。提出了一种涉及双重克里格插值方法的全局方法来处理这些复杂性。此插值技术用于(ⅰ)定义参数曲线和曲面,以及(ⅱ)估计模型中的应力张量场值。随后对内插应力进行积分,以产生合力和力矩。在2D和3D结构模型中进行任意定向平面上的合力和力矩的计算,以评估所提出方法的性能。

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