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正交各向异性矩形截面梁(板)的弹性扭转问题
引用本文:刘建平,王小岗.正交各向异性矩形截面梁(板)的弹性扭转问题[J].青海大学学报,1996,14(2):11-15.
作者姓名:刘建平  王小岗
作者单位:青海大学建工系 (刘建平),青海大学建工系(王小岗)
摘    要:对工程中常见的正交各向异性梁及正交各向异性板的扭转问题进行力学分析,采用S-Venant假设,引入Pramdtl应力函数,给出该问题的弹性理解解,其结果可以作为复合材料结构力学的一个必要补充。

关 键 词:正交各向异性      弹性扭转  应力函数

The Torsion Problem of Orthotropic Rectangular Beam (or Thin Plate) Based on the Theory of Elasticity
Liu Jianping Wang Xiaogang.The Torsion Problem of Orthotropic Rectangular Beam (or Thin Plate) Based on the Theory of Elasticity[J].Journal of Qinghai University(Natural Science),1996,14(2):11-15.
Authors:Liu Jianping Wang Xiaogang
Institution:Civil Engineering Department of Qinghai University
Abstract:In the paper, according to the S. Venant assumption, used Prandt1 stress function, we gave the accurate solution for torsion problem of orthotropic rectangular beam (or thin plate) which was based on theory of elasticity. This paper is a necessary supplement to mechanics of composite mate-rials.
Keywords:Orthotropic beam (or thin plate) S  Venant assumption Prandtl stress function
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