Optimum Shape of Columns with General Conservative End Loading

被引:3
作者
Farshad, M. [1 ]
Tadjbakhsh, I. [1 ]
机构
[1] Pahlavi Univ, Shiraz, Iran
关键词
D O I
10.1007/BF00932490
中图分类号
C93 [管理学]; O22 [运筹学];
学科分类号
070105 ; 12 ; 1201 ; 1202 ; 120202 ;
摘要
In this paper, the optimal shape of a column with the most general conservative state of loading is determined. The boundary conditions of a column contain, in general, 16 parameters; it is shown that the boundary values of a column with general conservative loading may, at most, depend on nine constants. The influence of these parameters on the optimal shape and corresponding buckling load is also obtained.
引用
收藏
页码:413 / 420
页数:8
相关论文
共 10 条
[1]  
BECK M, 1952, ZAMP, V3
[2]  
Bolotin VV, 1963, NONCONSERVATIVE PROB
[3]  
CLAUSEN T, 1851, B PHYS MATH ACAD SAI, V9
[4]  
GAJEWSKI A, 1971, OPTIMAL DESIGN ELAST, V21
[5]  
Ince EL., 1956, ORDINARY DIFFERENTIA
[6]  
Keller J.B., 1960, ARCH RATION MECH ANA, V5, P275, DOI [DOI 10.1007/BF00252909, 10.1007/BF00252909]
[7]  
ODEH F, OPTIMUM DES IN PRESS
[8]  
SHEU CY, 1968, RECENT DEV OPTIMAL S, V21
[9]  
TADJBAKSH I, 1962, J APPL MECH, V29
[10]  
Ziegler H, 1968, PRINCIPLES STRUCTURA