Ein "Overall-Konzept" für die Querschnittstragfähigkeit im elasto-plastischen Bereich
| Author(s): |
M. Kettler
R. Greiner |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Stahlbau, October 2009, n. 10, v. 78 |
| Page(s): | 742-749 |
| DOI: | 10.1002/stab.200910089 |
| Abstract: |
An overall concept for the cross-section resistance in the elasto-plastic range.The "overall method" which has been developed for other load carrying problems of steel members (e.g. lateral member buckling or buckling of shells) is applied to the calculation of the cross-section resistance of steel members. This leads to a new procedure that covers the whole elasto-plastic range without the need of cross-section classification. Based on numerous experimental tests and numerical calculations (GMNIA) design curves for the reduction factors of I- and H-shaped sections and RHS-sections are proposed that show a consistent transition in the elasto-plastic range. |
| Keywords: |
Eurocode reduction value EN 1993-1-1 direct strength method classification design curve reduction factor section slenderness cross section profile
|
| Available from: | Refer to publisher |
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data sheet - Reference-ID
10061189 - Published on:
19/11/2010 - Last updated on:
07/06/2019
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