Three-dimensional static analysis of reinforced concrete cantilever beam using MATLAB Partial Differential Equation Toolbox

Olgun Köksal, Zeki Karaca, Erdem Türkeli
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Abstract

Nowadays, three-dimensional (3D) solid model of the structures can be prepared by using computer aided design programs. There are many numerical methods for static, dynamic and temperature analysis of structural systems. The most preferred among these methods is the finite element method (FEM). In this method, the structural model with different geometry and boundary conditions should be solved by utilizing partial differential equations. Due to the long solution time while performing, finite element programs require computers with very good features. Therefore, analyses with desired features can be performed by using open source programs to shorten the duration of analysis. In this study, specifically, the static analysis of the selected reinforced concrete (RC) cantilever beam was carried out by using the open source MATLAB partial differential toolbox based on the FEM. Since the program used is open source, different concrete classes and finite element models were selected for the cited cantilever beam and static analyses were performed. As a result of the MATLAB partial differential toolbox analyses, the displacement, stress and deformation of the cantilever beam were obtained in 3D and compared with the ones obtained from ANSYS computer program.
利用MATLAB偏微分方程工具箱对钢筋混凝土悬臂梁进行三维静力分析
目前,利用计算机辅助设计程序可以编制结构的三维实体模型。结构体系的静力、动力和温度分析有许多数值方法。在这些方法中,最受欢迎的是有限元法(FEM)。该方法利用偏微分方程求解具有不同几何形状和边界条件的结构模型。由于有限元程序在执行过程中求解时间较长,因此对计算机的要求非常高。因此,可以通过使用开放源码程序来执行具有所需特性的分析,以缩短分析的持续时间。在本研究中,具体采用基于有限元法的开源MATLAB偏微分工具箱,对选定的钢筋混凝土(RC)悬臂梁进行静力分析。由于所使用的程序是开源的,因此对所引用的悬臂梁选择了不同的混凝土类别和有限元模型,并进行了静力分析。利用MATLAB偏微分工具箱对悬臂梁进行了三维位移、应力和变形分析,并与ANSYS计算机程序进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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