A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling of thin shells under external pressure
Use of bending theory of circular cylindrical shells that are under influence of initial stress in establishing value of hydrostatic and constant-directional pressure for buckling; results are compared with those of previous investigations; simplified accurate expressions for buckling pressure applicable to any combination of shell dimensions are presented.
Buckling of thin shells under external pressure
Use of bending theory of circular cylindrical shells that are under influence of initial stress in establishing value of hydrostatic and constant-directional pressure for buckling; results are compared with those of previous investigations; simplified accurate expressions for buckling pressure applicable to any combination of shell dimensions are presented.
Buckling of thin shells under external pressure
ASCE -- Proc (J Eng Mechanics Div)
Armenakas, A.E. (author) / Herrmann, G. (author)
1963
16 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Buckling of thin-walled conical shells under uniform external pressure
| Online Contents | 2008
Buckling of thin-walled conical shells under uniform external pressure
| Online Contents | 2008
Buckling of thin-walled conical shells under uniform external pressure
| Elsevier | 2007
Creep Buckling of Cylindrical Shells Under External Lateral Pressure
| Online Contents | 1995
Elastic buckling of imperfect circular toroidal shells under external pressure
| Tema Archive | 1998