复杂结构热屈曲有限元分析  

Finite Element Analysis of Thermal Buckling for Complex Structures

作　　者：邓可顺[1] 

机构地区：[1]大连理工大学工程力学研究所

出　　处：《计算结构力学及其应用》1994年第2期130-139,共10页

基　　金：国家自然科学基金

摘　　要：实现了机械载荷和温度载荷共同作用下复杂结构的弹性分歧热屈曲有限元分析，计算结果表明，局部温度场将使结构的屈曲强度大幅度降低。复杂结构的热屈曲研究具有理论和实际意义。本文研究成果表明，从计算结构力学角度出发。In this paper,the elastic bifurcation thermal buckling of a heated complex structure un-der the mechanical loading is carried out by means of finite element method.A correspondingcomputer program for the thermal buckling of complex structures with mechanical loadingand thermal loading is coded in FORTRAN 7 7 and is implemented on microcomputers andSUN 4/490 work station.The numerical results of some examples show that the bucklingcarrying capacity is large-scale decreased due to the thermal loading,The feasibility of study-ing the collaping macro-mechanism of complex structures such as the aircraft under mechani-cal loading and strong thermal loading is illustrated by the research achievement in this pa-per.

关 键 词：复杂结构 有限元法 结构力学 屈曲 

分 类 号：TU311.4[建筑科学—结构工程]