Design resistance of end plate splices with hollow sections
Auteur(s): |
Yvonne Steige
Klaus Weynand |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Steel Construction, août 2015, n. 3, v. 8 |
Page(s): | 187-193 |
DOI: | 10.1002/stco.201510023 |
Abstrait: |
This paper presents a design approach for calculating rectangular hollow section (RHS) splices (bolted end plate connections) under tension forces or bending moments in accordance with EN 1993-1-8. Based on models available in the literature, a Eurocode-conform model is presented using the component method. The original model, based on experimental and numerical investigations, uses a three-dimensional yield line method to predict the tension resistance of bolted splices with hollow sections considering the joint as a whole. The adapted model is fully compatible with EN 1993-1-8. Moreover, the original model has been extended to predict also the design moment resistance of such RHS splices. |
Disponible chez: | Voir chez l'éditeur |
- Informations
sur cette fiche - Reference-ID
10072112 - Publié(e) le:
28.09.2015 - Modifié(e) le:
29.09.2015