有限元模型变网格的蒙特卡罗模拟不确定度分析

IF 3.5 Q1 ENGINEERING, MULTIDISCIPLINARY International Journal of Structural Integrity Pub Date : 2022-08-05 DOI:10.1108/ijsi-02-2022-0020
Mohamad Syazwan Zafwan Mohamad Suffian, Syahiir Kamil, A. Ariffin
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引用次数: 1

摘要

目的先进的计算方法有助于通过有限元模拟解决复杂的工程问题。然而,由于几何形状、材料特性、载荷和边界条件的性质,在此过程中存在不确定性。这些误差影响了分析所得结果的准确性。本文采用随机仿真的方法,对Excel-Visual Basic Application (VBA)中某有限元模型的不确定性参数进行了分析。设计/方法/方法本研究侧重于具有不同网格的有限元模型。杨氏模量E、泊松比和载荷L是考虑随机变量的不确定性输入参数。结果表明,节点和单元数最多的有限元模型具有较好的解收敛性。独创性/价值随机模拟方法是一种对有限元模型进行不确定性分析的工具。
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Uncertainty analysis of varied meshes of a finite element model using Monte Carlo simulation
PurposeAdvanced computational methods help to solve complex engineering problems via finite-element simulation. However, uncertainties during the process occurred due to the nature of geometry, material properties, loading, and boundary conditions. These inaccuracies affect the accuracy of results obtained from the analysis. This paper aims to analyse the uncertainty parameters of a finite element model in Excel-Visual Basic Application (VBA) by applying a random simulation method.Design/methodology/approachThis study focuses on a finite element model with a different mesh. Young's Modulus, E, Poisson's ratio, and load, L are the uncertainty input parameters considered random variables.FindingsResults obtained proved that the finite element model with the most nodes and elements has better solution convergence.Originality/valueRandom simulation method is a tool to perform uncertainty analysis of a finite element model.
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来源期刊
International Journal of Structural Integrity
International Journal of Structural Integrity ENGINEERING, MULTIDISCIPLINARY-
CiteScore
5.40
自引率
14.80%
发文量
42
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