Global and Local Buckling of a Sandwich Beam-Reference-Cited by-同舟云学术

Global and Local Buckling of a Sandwich Beam

Published:2007-02 Issue:2 Volume:133 Page:230-237
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ji Wooseok¹²,Waas Anthony M.¹²

Affiliation:

1. Graduate Student Research Assistant, Composite Structures Laboratory, Dept. of Aerospace Engineering, Univ. of Michigan, Ann Arbor, MI 48109.

2. Professor, Composite Structures Laboratory, Dept. of Aerospace Engineering, Univ. of Michigan, Ann Arbor, MI 48109 (corresponding author). E-mail: dcw@umich.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A2%28230%29

Reference20 articles.

1. Sandwich buckling formulas and applicability of standard computational algorithm for finite strain

2. Postcritical imperfection sensitivity of sandwich or homogenized orthotropic columns soft in shear and in transverse deformation

3. Biezeno C. B. and Hencky H. (1929). “General theory of elastic stability.” Proc. Koninklijke Akademie van Wetenschappen te Amsterdam Amsterdam The Netherlands 444–456.

4. Nonlinear theory of elasticity and linearised case for a body under initial stress;Biot M.;Philos. Mag.,1939

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