Buckling of deep arches at large deflections.
Author:
Affiliation:
1. University of Detroit, Detroit, Mich.
2. University of Arizona, Tucson, Ariz.
Publisher
American Institute of Aeronautics and Astronautics (AIAA)
Subject
Aerospace Engineering
Link
http://arc.aiaa.org/doi/pdf/10.2514/3.5305
Reference7 articles.
1. The Nonlinear Bending of Thin Circular Rods
2. Novozhilov, V. V., Foundations of the Nonlinear Theory of Elasticity, Graylock Press, Rochester, N. Y., 1953, pp.151-169.
Cited by 7 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. Buckling of a Clamped-Hinged Circular Arch Under Gas Pressure and Related Problems;Journal of Applied Mechanics;1981-06-01
2. Large Sideward Deflections of Two-Hinged Circular Arches;Journal of Engineering for Industry;1971-11-01
3. Vibrations of pressurized orthotropic shells;AIAA Journal;1971-06
4. Stability of heavy circular arches with hinged ends;AIAA Journal;1971-06
5. Discussion: “Behavior of a Steep Prestressed Arch Made From a Buckled Strut” (Huddleston, J. V., 1970, ASME J. Appl. Mech., 37, pp. 984–994);Journal of Applied Mechanics;1971-06-01
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