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四边转角约束正交异性板的临界载荷

THE CRITICAL STRESS OF SHEAR DEFORMABLE ORTHOTROPIC PLATE WITH FOUR EDGES ELASTIC-ANGLE-CONSTRAINED

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【作者】 曾晓辉柳春图冯玮

【Author】 ZENG Xianhui LIU Chuntu FENG Wei (Institute of Mechanics, Chinese Academy of Sciences, Beijing 100080, China)

【机构】 中国科学院力学研究所!北京 100080

【摘要】 考虑横向剪切变形的影响和四边弹性转角约束的边界条件,给出了一种求解正交异性板临界应力的方法.弹性转角约束的极限情况就是简支和固支.应用本文给出的方法,在几种退化的情况下,对若干矩形板进行计算,并与现有文献进行了比较,结果吻合较好,从而验证了文中给出的方法.

【Abstract】 A method for calculating the critical stress of shear deformable orthotropic plate with four edges elastic angle constrained is proposed. Simply-supported and clamped-supported are two limiting situations. With this method, critical stresses of several kinds of rectangular plates are calculated in some degenerated cases. The comparison with other references shows good agreement, which verifies this method.

  • 【文献出处】 力学与实践 ,Mechanics and Engineering , 编辑部邮箱 ,2000年06期
  • 【被引频次】4
  • 【下载频次】110
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