Postbuckling Snaking of Axially Loaded Infinite Beam on Nonlinear Foundation with Restabilizing Effects-Reference-Cited by-同舟云学术

Postbuckling Snaking of Axially Loaded Infinite Beam on Nonlinear Foundation with Restabilizing Effects

Published:2017-06 Issue:6 Volume:143 Page:04017019
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Yang Guotao¹,Bradford Mark A.²

Affiliation:

1. Research Associate, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, UNSW Australia, UNSW Sydney, NSW 2052, Australia.

2. Scientia Professor, Australian Laureate Fellow and Professor of Civil Engineering, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, UNSW Australia, UNSW Sydney, NSW 2052, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001217

Reference27 articles.

1. Analytic postbuckling solution of a pre-stressed infinite beam bonded to a linear elastic foundation

2. Bradford M. A. (2014). “Vulnerability assessment of railway track buckling during severe thermal events.” Proc. 2nd Int. Conf. on Railway Technology: Research Development and Maintenance Ajaccio Civil-Comp Press Stirlingshire U.K.

3. On the post-buckling of elastic beams on gradient foundation

4. Rayleigh–Ritz analysis for localized buckling of a strut on a softening foundation by Hermite functions

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