Minimum cost design of a welded stiffened steel sectorial plate
Auteur(s): |
J. Farkas
|
---|---|
Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Steel Construction, juin 2009, n. 2, v. 2 |
Page(s): | 131-137 |
DOI: | 10.1002/stco.200910017 |
Abstrait: |
The most economic form of stiffening is required for a steel sectorial plate. Stiffeners made from halved rolled I-sections are welded to the base plate with double fillet welds. The plate is subjected to a uniformly distributed normal load. Three stiffening types are designed as follows: (a) non-equidistant tangential stiffening with constant base plate thickness, (b) equidistant tangential stiffening with base plate thickness varying stepwise, and (c) equidistant tangential stiffening with constant base plate thickness combined with radial stiffeners. |
Disponible chez: | Voir chez l'éditeur |
- Informations
sur cette fiche - Reference-ID
10058256 - Publié(e) le:
15.11.2010 - Modifié(e) le:
13.08.2014