基于应变的砖单元板的静态和自由振动

IF 1.5 Q3 MECHANICS
A. Messai, L. Belounar, T. Merzouki
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引用次数: 13

摘要

摘要本文研究了一种基于应变法的新型三维砖有限元的静力和自由振动验证。所开发的单元具有9个节点,每个节点具有3个自由度(U、V和W)。位移场基于各种应变分量的假定函数,这些函数同时满足相容方程和平衡方程。使用几种梁、弯曲成各种形状的厚板和薄板来评估该单元在不同问题上的性能。所开发的元素在ABAQUS代码中实现。本研究考虑了静态和自由振动行为。他们的结果与文献中的解析解和数值解进行了比较。所获得的结果表明本元件具有优异的性能和精度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Static and free vibration of plates with a strain based brick element
ABSTRACTThis paper deals with the static and free vibration validation of a new three-dimensional brick finite element based on the strain approach. The developed element possesses nine nodes and 3 degrees of freedom (U, V and W) per node. The displacements field is based on the assumed functions for the various components of strain which satisfy both the compatibility equations and equilibrium equations. The performances of this element for different problems are assessed using several beams, thick and thin plates bending with various shapes. The developed element is implemented in the ABAQUS code. Static and free vibration behaviours are considered in this study. Their results are compared with analytical and numerical solutions taken from literature. The obtained results show the excellent performances and accuracy of the present element.
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来源期刊
CiteScore
1.70
自引率
8.30%
发文量
0
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