A platform for research: civil engineering, architecture and urbanism
Complete solution is derived for rigid plastic simply supported shallow conical shell loaded through rigid central boss; this solution enables assessing of effects of changes in geometry on load carrying capacity of circular plate; results are compared with previous theoretical and experimental work.
Complete solution is derived for rigid plastic simply supported shallow conical shell loaded through rigid central boss; this solution enables assessing of effects of changes in geometry on load carrying capacity of circular plate; results are compared with previous theoretical and experimental work.
Plastic analysis of shallow conical shells
ASCE -- Proc (J Eng Mechanics Div)
Onat, E.T. (author)
1960
12 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Plastic Analysis of Shallow Conical Shells
ASCE | 2021
|Nonlinear Buckling of Elasto-Plastic Shallow Conical Shells
British Library Conference Proceedings | 1996
|Axisymmetrical deflections of shallow conical shells
Engineering Index Backfile | 1964
|Stability of orthotropic elastic–plastic open conical shells
Online Contents | 2008
|Stability of orthotropic elastic–plastic open conical shells
Elsevier | 2007
|