用三角形有限元法分析弯曲高跷的应力应变状态

"Annals of the University of Craiova - Agriculture, Montanology,Cadastre Series " Pub Date : 2020-12-20 DOI:10.52846/aamc.2021.02.20

S. Biriș, I. Dumitru, N. Ungureanu, V. Vlăduț

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引用次数: 0

摘要

本文采用有限元法对犁体弯高跷的应力应变分布进行了分析研究。建模是在三角形有限元“CST”(恒应变三角形)的帮助下进行的，使用了由布加勒斯特Politehnica大学材料强度系开发的用于此类应用的特殊程序“CSTPL.EXE”。

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ANALYSIS OF THE STATE OF STRESSES AND STRAINS IN THE CURVED STILT, USING TRIANGULAR FINITE ELEMENTS (CST)

The paper presents a study on the analysis of the distribution of stresses and strains in the curved stilt of the plough-body, using the Finite Element Method. Modeling was performed with the help of triangular finite elements "CST" (Constant Strain Triangle), using a special program for this type of applications “CSTPL.EXE”, developed at University Politehnica of Bucharest, Department of Materials Strength.

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"Annals of the University of Craiova - Agriculture, Montanology,Cadastre Series "

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