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首页> 外文期刊>International journal of structural stability and dynamics >A POSTERIORI ERROR ESTIMATION AND H-ADAPTIVE REFINEMENT TECHNIQUES FOR TRANSIENT DYNAMIC ANALYSIS OF STIFFENED PLATE/SHELL PANELS
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A POSTERIORI ERROR ESTIMATION AND H-ADAPTIVE REFINEMENT TECHNIQUES FOR TRANSIENT DYNAMIC ANALYSIS OF STIFFENED PLATE/SHELL PANELS

机译:用于加筋板/壳板瞬态动力分析的后误差估计和H自适应修正技术

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This paper presents a posteriori error estimation and h-adaptive refinement techniques for transient dynamic analysis of stiffened plates/shells using the finite element method (FEM). We furnish the formulation of stiffness and mass matrices for finite element (FE) models, QL9S2 and QUAD4S2 for dynamic analysis of plates/shells with arbitrarily-located concentric/eccentric stiffeners. Procedures for computing a posteriori errors for spatial and temporal errors have been presented for transient dynamic problems. An h-adaptive refinement strategy for stiffened plate/shell panels by employing QL9S2 and QUAD4S2 FE models has been discussed. An adaptive time stepping scheme, which is to be used with the time errors for quality control of the time steps, has also been presented. Numerical studies have been conducted to evaluate the efficacy of the error estimators and the adaptive mesh refinement and time stepping algorithm. The spatial error estimator for transient dynamic analysis is found to exhibit monotonic convergence at all time steps. The temporal error estimator for transient dynamic analysis in association with the adaptive time stepping is able to compute more accurate and reliable time steps to keep the time errors within the specified tolerance limits.
机译:本文提出了使用有限元方法对加筋板/壳体进行瞬态动力分析的后验误差估计和h自适应细化技术。我们为有限元(FE)模型QL9S2和QUAD4S2提供刚度和质量矩阵的公式,以便对具有任意位置的同心/偏心加劲肋的板/壳进行动力分析。对于瞬态动态问题,已经提出了计算空间和时间误差的后验误差的程序。讨论了通过采用QL9S2和QUAD4S2 FE模型对加劲板/壳板进行h自适应的细化策略。还提出了一种自适应时间步进方案,该方案将与时间误差一起用于时间步长的质量控制。进行了数值研究,以评估误差估计器的有效性以及自适应网格细化和时间步长算法。发现用于瞬态动态分析的空间误差估计器在所有时间步均表现出单调收敛。与自适应时间步长相关联的用于瞬态动态分析的时间误差估计器能够计算出更准确,更可靠的时间步长,以将时间误差保持在指定的公差范围内。

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