Buckling of Supported Arches Under Three Pressure Distributions
Document Type
Article
Department
Engineering (HMC)
Publication Date
1977
Abstract
The literature on the buckling of arches is extensive. In one of the most authoritative papers, Chwalla and Kollbrunner [1]² obtained exact solutions for the inextensible buckling of arches subjected to hydrostatic, centrally directed, and constant directional ("dead") pressure distributions.
Rights Information
© 1977 American Society of Mechanical Engineers
DOI
10.1115/1.3424170
Recommended Citation
C. L. Dym, “Buckling of Supported Arches Under Three Pressure Distributions,” Journal of Applied Mechanics, 44 (4), 764-766, December 1977. DOI: 10.1115/1.3424170
