0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Numerischer Beulsicherheitsnachweis für Kreiszylinderschalen unter Umfangsdruck - Neue Entwicklungen

Author(s):

Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 11, v. 80
Page(s): 814-819
DOI: 10.1002/stab.201101486
Abstract:

Numerical buckling strength verification of cylindrical steel shells subjected to circumferential compression - A new approach.

In the paper it is shown that eigenmode-affine imperfection patterns are problematic for a numerical buckling analysis according to Eurocode for cylindrical steel shells subjected to circumferential compression. In contrast, natural longitudinal imperfections derived from the concept of quasi-collapse-affine imperfections are suited to accomplish a consistent transition from the classical to the new numerical buckling strength verification technique through the determination of consistent imperfection amplitudes.

Keywords:
Eurocode imperfection steel shell structure geometrical equivalent initial bow imperfection cylindrical steel shell geometrical equivalent imperfection natural longitudinal imperfection GMNIA
Available from: Refer to publisher
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: 10.1002/stab.201101486.
  • About this
    data sheet
  • Reference-ID
    10066722
  • Published on:
    05/09/2012
  • Last updated on:
    13/08/2014
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine