Nonlinear Buckling and Postbuckling of Shallow Arches With Vertical Elastic Supports
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, Rice University, Houston, TX 77005 e-mail:
2. School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, Hunan 410114, China e-mail:
Abstract
Funder
National Natural Science Foundation of China
U.S. Department of Defense
Air Force Office of Scientific Research
Ministry of Science and Technology of the People's Republic of China
Changsha University of Science and Technology
Publisher
ASME International
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Link
http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/doi/10.1115/1.4042572/6388889/jam_86_6_061001.pdf
Reference55 articles.
1. A Lower Bound on Snap-Through Instability of Curved Beams Under Thermomechanical Loads;Stanciulescu;Int. J. Non. Linear. Mech.,2012
2. Coexisting Equilibria and Stability of a Shallow Arch: Unilateral Displacement-control Experiments and Theory;Harvey;Int. J. Solids. Struct.,2015
3. A Robust Composite Time Integration Scheme for Snap-through Problems;Chandra;Comput. Mech.,2015
4. Buckling of Low Arches or Curved Beams of Small Curvature;Fung,1952
5. Buckling of Shallow Arches;Schreyer;J. Eng. Mech. Div,1966
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