A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Plastic buckling pressure for spherical shells
Derivation of solution for plastic axisymmetric buckling of thin walled spheres under hydrostatic pressure; plasticity reduction factor, by which elastic buckling pressure is multiplied to obtain plastic buckling pressure, is derived in terms of tangent and secant moduli and new concepts of tangent and secant plastic Poisson's ratio; procedure for obtaining buckling curve from which plastic buckling curve can be determined rapidly.
Plastic buckling pressure for spherical shells
Derivation of solution for plastic axisymmetric buckling of thin walled spheres under hydrostatic pressure; plasticity reduction factor, by which elastic buckling pressure is multiplied to obtain plastic buckling pressure, is derived in terms of tangent and secant moduli and new concepts of tangent and secant plastic Poisson's ratio; procedure for obtaining buckling curve from which plastic buckling curve can be determined rapidly.
Plastic buckling pressure for spherical shells
ASCE -- Proc (J Eng Mechanics Div)
Lunchick, M.E. (author)
1962
19 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Buckling strength of spherical shells
| Elsevier | 1990
Thermoelastic Buckling of Thin Spherical Shells
| British Library Online Contents | 2001
Buckling of odd elastic spherical shells
| Elsevier | 2025
Buckling problem of thin spherical shells
| Engineering Index Backfile | 1953
Plastic Buckling of Cylindrical Shells
| British Library Conference Proceedings | 1994