期刊文献+

求解集中载荷作用下厚矩形板的挠曲方程

Calculation of the Problems of Bending of Thick Rectangular Plates under Concentrated Load
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摘要 文章应用功的互等定理,求解了三边固定一边自由厚矩形板在集中载荷作用下弯曲的挠曲面方程;同时也通过编程计算给出了具有实际价值的计算结果,进一步证明了应用功的互等法求解厚矩形板的正确性和优越性。 According to reciprocal-theorem method (RTM), the problems of bending of thick rectangular plates under concentrated load is calculated in this paper , which has three edges fixed and one edge free. Simultaneously through the programming computation the exact solution of actual value is give, which produced the accuracy and the superiority of applying reciprocal-theorem method (RTM) to solve the bending of thick rectangular plates.
作者 张丹
出处 《湖南科技学院学报》 2008年第12期1-6,共6页 Journal of Hunan University of Science and Engineering
关键词 功的互等定理法 基本解 厚矩形板的弯曲 Reissner理论 集中载荷 reciproral theorem method basic solution bending of thick rectangular plate Reissner's theory concentrated load
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参考文献4

  • 1Reissner. E. On the Theory of Bending of Elastic Plates[J]. J Math Phys, 1944,23:184.
  • 2付宝连.关于求解弹性力学平面问题的功的互等定理法[J].应用数学和力学,1989,10(5).
  • 3张福范.两相邻边固定两相邻边自由的矩形板[J].固体力学学报,1980,(2):170-182.
  • 4付宝连,陈英杰.应用功的互等定理法求解弹性中厚板弯曲[J].东北重型机械学院学报,1995,19(1):83-90. 被引量:9

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