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h-型自适应有限元法计算重力坝应力的能量误差控制标准

pplication in gravity dam based on h-version adaptive FEM

中文摘要英文摘要

鉴于目前重力坝有限元计算仍没有相应应力取值标准,本文应用自适应有限元法,通过对L型板和重力坝进行多种情况下的线弹性自适应计算,提出了基于h-型自适应有限元法的全域能量误差限控制标准。算例表明,自适应计算不会因角缘应力集中而出现剖分不收敛情况,且计算结果不受初始网格和单元尺寸改变控制因子影响;存在一个稳定的临界全域能量误差限,超过该值后,继续降低误差限,坝踵区的应力趋于稳定值,且不随坝高和弹模比的改变而变化。

Because now there isn’t still the corresponding stress control criterion of gravity dam, this paper applies adaptive FEM to the study, the energy error limit control criterion based on h-version adaptive FEM was put forward according to adaptive computation of L plate and gravity dam. The linear elastic adaptive FEM calculation results show that the stress singularity of dam heel doesn’t affect the convergence of adaptive computation, the different original grids and control parameters of mesh size can achieve the approximate results, satisfactory result is obtained if the appropriate energy error limit is adopted, and the stresses at dam heel zone converge to the stable values.

李俊杰、李留强

水工结构力学

水工结构能量误差限自适应有限元重力坝坝踵

hydraulic structureenergy error limitadaptive FEMgravity damdam heel

李俊杰,李留强.h-型自适应有限元法计算重力坝应力的能量误差控制标准[EB/OL].(2007-09-27)[2025-08-23].http://www.paper.edu.cn/releasepaper/content/200709-574.点此复制

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