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平面弯曲梁的横截面切应力分析
引用本文:文华斌,郑明训,秦泰.平面弯曲梁的横截面切应力分析[J].四川理工学院学报(自然科学版),2007,20(4):66-69.
作者姓名:文华斌  郑明训  秦泰
作者单位:1. 四川理工学院机电系,四川,自贡,643000
2. 成都市市政设施管理处,成都,646000
摘    要:材料力学里对平面弯曲梁横截面上的切应力分布进行了假设,利用假设条件下推导出来的公式来求解截面上的切应力值。但是这些假设并没有进行验证,其正确性还有待实践证明。文中利用有限元通用分析软件—Ansys软件,对平面弯曲梁的弯曲变形进行了数值模拟,验证了材料力学关于切应力分布规律的假设。

关 键 词:  切应力  截面
文章编号:1673-1549(2007)04-00066-04
收稿时间:2007-03-15
修稿时间:2007-03-15

Analysis of the Shear Stress on the Cross Section of Bending Beam
WEN Hua-bing,ZHENG Ming-xun,QIN Tai.Analysis of the Shear Stress on the Cross Section of Bending Beam[J].Journal of Sichuan University of Science & Engineering:Natural Science Editton,2007,20(4):66-69.
Authors:WEN Hua-bing  ZHENG Ming-xun  QIN Tai
Abstract:In mechanics of materials, there is a hypothesis concerning the distribution of the shear stress on the cross section of bending beam and how to work out the value of shear stress using the formula deduced form the hypothesis. However, no efforts have been made to verify the hypothesis, so its correctness still needs further proving through practice. By making use of the finite element analysis software ANSYS, this paper carries out number simulations of the shear stress on the cross section of bending beam. By comparing the result of simulations with that of the hypothesis, this paper proves the distributing law of the shear stress assumed by material mechanics
Keywords:beam  shear stress  cross section
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