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非均匀弹性基础上变刚度梁弯曲和稳定计算
引用本文:黄道岸.非均匀弹性基础上变刚度梁弯曲和稳定计算[J].南京航空航天大学学报,1986(2).
作者姓名:黄道岸
作者单位:上海第二工业大学
摘    要:本文对非均匀弹性基础上变刚度梁弯曲和稳定计算进行了研究,导得通用的传播公式。编写程序简单,易于用计算机求解。 本文综合经典力法和位移法解静不定问题的思想,应用于传播矩阵法中,定义了“超静解传播系统”与“静解传播系统”等概念,给出並证明了一个求解“超静解传播系统”的定理。按此定理求解具有中间刚性支承和中间饺的多跨变刚度梁,原理简明,方便实用。最后经实例计算证明,结论是正确的,解法是有效的。

关 键 词:弹性力学    弯曲  稳定计算

Bending of Variable Thickness Beams Based on Non-Homogeneous Elasticity and Stability Calculation
Huang Daoan.Bending of Variable Thickness Beams Based on Non-Homogeneous Elasticity and Stability Calculation[J].Journal of Nanjing University of Aeronautics & Astronautics,1986(2).
Authors:Huang Daoan
Institution:Second Shanghai University of Technology
Abstract:Problem connected with non-homogeneity of mechanical properties of materials,besides being of great scientific importance,play a very significant role in many technical applications and engineering practice.By studying bending and buckling of non-homogeneous variable thickness beams based on non-homogeneous elasticity,the general solution,expressed by a standard fundamental set,is obtained,and also a concise and practical theorem of solving statically indeterminate transmissible system is given in this paper.
Keywords:elastic mechanics  beam  bending  stability calculation  
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