^ Buckling of A Large Ring Stiffened Prolate Dome Under External Hydrostatic Pressure | Structurae
0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Buckling of A Large Ring Stiffened Prolate Dome Under External Hydrostatic Pressure

Author(s):


Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 4, v. 3
Page(s): 491-502
DOI: 10.1142/s0219455403001014
Abstract:

The paper reports on the buckling of a ring-stiffened hemi-ellipsoidal prolate dome under external hydrostatic pressure. The study was partly theoretical and partly experimental, where in the case of the latter, the finite element method was used. Comparison between experiment and theory was good. The effect of ring stiffening the dome was to increase its buckling resistance by a factor of 2.05.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455403001014.
  • About this
    data sheet
  • Reference-ID
    10353283
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019