The unilateral contact buckling problem of continuous beams in the presence of initial geometric imperfections: An analytical approach based on the theory of elastic stability-Reference-Cited by-同舟云学术

The unilateral contact buckling problem of continuous beams in the presence of initial geometric imperfections: An analytical approach based on the theory of elastic stability

Published:2011-11 Issue:9 Volume:46 Page:1265-1274
ISSN:0020-7462
Container-title:International Journal of Non-Linear Mechanics
language:en
Short-container-title:International Journal of Non-Linear Mechanics

Author:

Tzaros K.A.,Mistakidis E.S.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference23 articles.

1. The contact problem at delamination;Giannakopoulos;Journal of Applied Mechanics,1995

2. The calculation of critical buckling loads for externally constrained structures;Hexiang;Communications in Numerical Methods in Engineering,1999

3. Buckling of unilaterally constrained infinite plates;Shahwan;Journal of Engineering Mechanics—ASCE,1998

4. A mechanical model for the buckling of unilaterally constrained rectangular plates;Shahwan;International Journal of Solids and Structures,1994

5. Nonlinear analysis of structural elements under unilateral contact constraints by a Ritz type approach;Silveira;International Journal of Solids and Structures,2008

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. 1/2 and 1/3 Subharmonic Resonance Behaviors of a Rotating FG-CNTRC Beam with Geometric Imperfections;International Journal of Structural Stability and Dynamics;2024-03-09

2. The energy method in problems of buckling of bars with quantifier elimination;Structures;2018-02

3. The Postbuckling Behavior of Planar Elastica Constrained by a Deformable Wall;Journal of Applied Mechanics;2017-03-08

4. Buckling of unilaterally constrained columns by complementarity eigenvalue analyses;International Journal of Solids and Structures;2017-02

5. Nonlinear Equilibrium and Stability Analysis of Axially Loaded Piles Under Bilateral Contact Constraints;Latin American Journal of Solids and Structures;2015-04