The effect of shear deformation on the post-buckling behavior of imperfect nonlinear viscoelastic columns

被引：2
|
作者：
Touati, D
Cederbaum, G
机构：
[1] Pearlstone Ctr. Aero. Eng. Studs., Department of Mechanical Engineering, Ben-Gurion University of the Negev
来源：
ARCHIVE OF APPLIED MECHANICS | 1997年 / 67卷 / 06期
关键词：
viscoelasticity; post-buckling response; nonlinear column; shear effects;
D O I：
10.1007/s004190050124
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
The post-buckling behavior of imperfect columns made of nonlinear viscoelastic materials is investigated, taking into account the effect of shear deformation. The material is modeled according to the Leaderman representation of nonlinear viscoelasticity. Solutions are developed, within the elastica and the shear deformation theories, in order to calculate the growth in time of the total deflection. The numerical results establish the importance of the shear and the nonlinear viscoelasticity effects, and of the h/l ratio in the column post-buckling behavior.
引用
收藏
页码：364 / 374
页数：11
相关论文
共 50 条
  • [21] LOCAL AND POST-BUCKLING BEHAVIOR OF TUBULAR BEAM-COLUMNS
    SOHAL, IS
    CHEN, WF
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1988, 114 (05): : 1073 - 1089
  • [22] LARGE DEFORMATION, POST-BUCKLING AND CATASTROPHIC STABILITY OF SLENDER CANTILEVER COLUMNS
    PRATHAP, G
    VARADAN, TK
    COMPUTERS & STRUCTURES, 1978, 8 (02) : 275 - 279
  • [23] The Effect of Support Stiffness on Buckling and Post-Buckling of Imperfect Plane Arch Trusses
    Pham, Van Dat
    Nguyen, Ha
    Dao, Ngoc Tien
    Truong, Manh Khuyen
    MECHANICS OF SOLIDS, 2024, 59 (06) : 3656 - 3672
  • [24] POST-BUCKLING BEHAVIOR
    CHAJES, A
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1983, 109 (10): : 2450 - 2462
  • [25] INELASTIC POST-BUCKLING OF COLUMNS.
    Prathap, G.
    Varadan, T.K.
    Journal of Applied Mechanics, Transactions ASME, 1986, 53 (03): : 719 - 721
  • [26] Buckling and post-buckling of rotationally restrained columns with imperfections
    CAI JianGuo1
    2 National Engineering Research Center for Prestress
    3 Department of Civil Engineering
    Science China(Physics,Mechanics & Astronomy), 2012, Mechanics & Astronomy)2012 (08) : 1519 - 1522
  • [27] Elastoplastic buckling and post-buckling analysis of sandwich columns
    Le Grognec, Philippe
    Saoud, Kahina Sad
    INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2015, 72 : 67 - 79
  • [28] Buckling and post-buckling of rotationally restrained columns with imperfections
    Cai JianGuo
    Xu YiXiang
    Feng Jian
    Zhang Jin
    SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2012, 55 (08) : 1519 - 1522
  • [29] Buckling and post-buckling of rotationally restrained columns with imperfections
    JianGuo Cai
    YiXiang Xu
    Jian Feng
    Jin Zhang
    Science China Physics, Mechanics and Astronomy, 2012, 55 : 1519 - 1522
  • [30] BUCKLING AND INITIAL POST-BUCKLING BEHAVIOR OF THIN-WALLED I-COLUMNS
    SZYMCZAK, C
    COMPUTERS & STRUCTURES, 1980, 11 (06) : 481 - 487
12345