Full slenderness range DSM approach for ferritic stainless steel hollow cross-sections
Arrayago et al. ICSAS 2016. FULL SLENDERNESS RANGE DSM APPROACH FOR FERRITIC STAINLESS STEEL HOLLOW CROSS-SECTIONS .pdf (665,5Kb) (Restricted access) Request copy
Què és aquest botó?
Aquest botó permet demanar una còpia d'un document restringit a l'autor. Es mostra quan:
- Disposem del correu electrònic de l'autor
- El document té una mida inferior a 20 Mb
- Es tracta d'un document d'accés restringit per decisió de l'autor o d'un document d'accés restringit per política de l'editorial
Document typeConference report
Rights accessRestricted access - publisher's policy
This paper presents a full slenderness range DSM approach for the prediction of the cross-sectional resistance of ferritic stainless steel hollow sections subjected to different loading conditions using the same strength curve. The analysis is based on the experimental data gathered from the literature and ultimate strengths generated through parametric studies. The cross-sectional resistances to pure compression, pure bending moment and combined uniaxial bending and compression loading conditions are investigated. The proposed method takes into account the reduction due to local buckling for slender cross-sections and the effect of strain hardening for stocky cross-sections, as well as the partial yielding of cross-sections in bending, leading to an accurate full slenderness range DSM design approach. A new method that directly tackles the cross-sectional behavior through the same strength curve is also presented for combined loading conditions. This approach is based on the actual stress distribution of the cross-section and provides more accurate results than the methods considering the uncoupled problem.
CitationArrayago, I., Rasmussen, K.J.R., Real, E. Full slenderness range DSM approach for ferritic stainless steel hollow cross-sections. A: International Conference on Steel and Aluminium Structures. "Proceedings of the 8th International Conference on Steel and Aluminium Structures". Hong Kong: 2016, p. 485-501.
|Arrayago et al. ... HOLLOW CROSS-SECTIONS .pdf||665,5Kb||Restricted access|
All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder