Elastic Stress Analysis of St 37 and St 70 Steels with Finite Element Method

Semih Taskaya, B. Zengin, Kursat Kaymaz, M. Aşkin
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引用次数: 2

Abstract

The basic logic in the finite element method is to simplify and solve a complex problem. In this method, the solution region is divided into a plurality of simple, small, connected, sub-regions called finite elements. In other words, the problem which is divided into parts connected by a plurality of joint points can be easily solved. St 37 and St 70 steels are materials used in the manufacturing of general building materials, produced by processing the hot-formed steel further through a cold drawing process. Ansys; is a computer aided engineering program where analysis and simulations can be performed in computer aided engineering studies. It enables effective studies in different disciplines such as mechanics, structural analysis, computational fluid dynamics and heat transfer. The finite element method, which enables the solution of complex engineering problems with controllable parts by simplifying, is a common and useful solution method used in many engineering applications. St and St 70 steels are modeled as three-dimensional I-beams 3 mm in thickness in Ansys program package in accordance with the finite element method. Finite element method helps simplifying complex engineering problems and solving them with controllable parts. Elastic stress analyses were performed in X, Y, Z axes by stabilizing the right and left supports of steel beams and applying a pressure of 100 MPa on the top flanges. It was observed in Ansys simulation analyses that elastic stress effect was higher in St 37 steel compared to St 70 steel.
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St 37和St 70钢的弹性应力有限元分析
有限元法的基本逻辑是简化和解决一个复杂的问题。在这种方法中,解区域被划分为多个简单的、小的、连通的子区域,称为有限元。换句话说,将问题分成由多个连接点连接的各个部分的问题可以很容易地解决。St 37和St 70钢是用于制造一般建筑材料的材料,是通过冷拔工艺进一步加工热成型钢而生产的。Ansys;是一个计算机辅助工程程序,其中分析和模拟可以在计算机辅助工程研究中进行。它可以有效地研究不同的学科,如力学,结构分析,计算流体动力学和传热。有限元法通过简化求解具有可控部件的复杂工程问题,是许多工程应用中常用而有用的求解方法。根据有限元法,在Ansys程序包中对St和St 70钢进行了厚度为3mm的三维工字梁建模。有限元方法有助于简化复杂的工程问题,用可控部件来解决这些问题。通过稳定钢梁的左右支撑,并在顶部法兰施加100 MPa的压力,在X、Y、Z轴上进行弹性应力分析。通过Ansys仿真分析发现,St 37钢的弹性应力效应高于St 70钢。
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