Concept of Finite Element Modelling for Trusses and Beams Using Abaqus

P. Padagannavar
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引用次数: 1

Abstract

Abaqus is one of the powerful engineering software programs which are based on the finite element method. The Abaqus can solve wide range of problems from linear to nonlinear analyses. Abaqus is widely used in many sectors like automotive and mechanical industries for design and development of FEM products. The finite element method is a numerical technique for finding approximate solutions for differential and integral equations [1]. The finite element word was coined by Clough in 1960. In 1960s, engineers used the method for solving the problems in stress analysis, strain analysis, heat and fluid transfer, and other region. Abaqus CAE can provide a simple creating model, submitting the modal, monitoring, and evaluating result and then can also compare with theoretical calculation [2]. In this report all the steps will be explained in different areas such as sketch a modal, assigning material property, applying boundary condition and loads, submit and monitor the job and view the deformed models using the visualisation and create report for results. This report is to demonstrate to create and analyse a structure model in two dimensional with the aim of showing Abaqus software. The methods used to test the modal and analyse on different boundary conditions and also analyse the behaviour of modal with different elements such as truss and beam elements and assume frictionless pin joint in truss and rigid joints welded in beam elements. The results will be compared and explained with theoretical calculated statically determinate truss.
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基于Abaqus的桁架和梁有限元建模概念
Abaqus是一款功能强大的基于有限元法的工程软件。Abaqus可以解决从线性到非线性分析的广泛问题。Abaqus广泛应用于汽车、机械等行业的有限元产品设计与开发。有限元法是一种求微分方程和积分方程近似解的数值方法。“有限元素”这个词是克拉夫在1960年创造的。20世纪60年代,工程师们将该方法用于解决应力分析、应变分析、热和流体传递等领域的问题。Abaqus CAE可以提供简单的创建模型、提交模态、监测和评估结果,并可与理论计算[2]进行比较。在本报告中,所有的步骤将在不同的领域进行解释,如草图模态,分配材料属性,应用边界条件和负载,提交和监控工作,并使用可视化查看变形模型,并为结果创建报告。本报告演示如何创建和分析二维结构模型,目的是展示Abaqus软件。采用了不同边界条件下的模态测试和分析方法,分析了不同单元(如桁架单元和梁单元)的模态特性,并假设桁架单元为无摩擦销钉节点,梁单元为焊接刚性节点。结果将与理论计算的静定桁架进行比较和解释。
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