A new semi-analytical method for the non-linear static analysis of an infinite beam on a non-linear elastic foundation: A general approach to a variable beam cross-section-Reference-Cited by-同舟云学术

A new semi-analytical method for the non-linear static analysis of an infinite beam on a non-linear elastic foundation: A general approach to a variable beam cross-section

Published:2012-05 Issue:4 Volume:47 Page:132-139
ISSN:0020-7462
Container-title:International Journal of Non-Linear Mechanics
language:en
Short-container-title:International Journal of Non-Linear Mechanics

Author:

Jang T.S.,Sung Hong Gun

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference9 articles.

1. Postbuckling behavior of infinite beams on elastic foundations using Koiter's improved theory;David;International Journal of Non-Linear Mechanics,1988

2. Static analysis of an infinite beam resting on a tensionless Pasternak foundation;Ma;European Journal of Mechanics—A/Solids,2009

3. A new method for the nonlinear deflection analysis of an infinite beam resting on a nonlinear elastic foundation;Jang;International Journal of Non-Linear Mechanics,2011

4. Exact static deflection of a non-uniform Bernoulli–Euler beam with general elastic end restraints;Lee;Computers and Structures,1990

5. Analysis of general elastically end restrained non-uniform beams using differential transform;Ho;Applied Mathematical Modelling,1998

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