New closed-form solutions for buckling of a variable stiffness column by mathematica®

被引:47
作者
Elishakoff, I [1 ]
Rollot, O
机构
[1] Florida Atlantic Univ, Dept Mech Engn, Boca Raton, FL 33431 USA
[2] Inst Francais Mecan Avancee, Lab Rech & Applicat Mecan Avancee, F-63175 Aubiere, France
关键词
D O I
10.1006/jsvi.1998.2143
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
引用
收藏
页码:172 / 182
页数:11
相关论文
共 14 条
[1]  
ABELL ML, 1992, MATH HDB, P435
[2]  
BLEICH H, 1952, BUCKLING STRENGTH ME, P187
[3]  
CANDAN S, 1999, IN PRESS CLOSED FORM
[4]  
DINNIK AN, 1931, VESTNIK INZHENEROV, V7, P9
[5]  
DINNIK AN, 1955, PRODOLNYI IZGIB KRUC, P96
[6]  
DINNIK AN, 1929, VESTNIK INZHENEROV, V8, P1
[7]  
DINNIK AN, 1932, T ASME
[8]  
DUNCAN WJ, 1937, 1798 AER RES COMM
[9]   BUCKLING LOADS FOR VARIABLE CROSS-SECTION MEMBERS WITH VARIABLE AXIAL FORCES [J].
Eisenberger, Moshe .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1991, 27 (02) :135-143
[10]   EXACT-SOLUTIONS FOR BUCKLING OF SOME DIVERGENCE-TYPE NONCONSERVATIVE SYSTEMS IN TERMS OF BESSEL AND LOMMEL FUNCTIONS [J].
ELISHAKOFF, I ;
PELLEGRINI, F .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 66 (01) :107-119