Samenvatting
This paper presents preliminary experimental and numerical results of an investigation into the composite behaviour of a steel frame with a precast concrete infill panel (S-PCP) subject to a lateral load. The steel-concrete connections consist of two plates connected with two bolts which are loaded in shear only. The connections are designed for a failure mechanism consisting of ovalisation in the bolt holes due to bearing of the bolts to avoid brittle failure. Experimental pull-out and shear tests on individual frame-panel connections were performed to establish their stiffness and failure load. A full scale experiment was performed on a onestorey one-bay 3 by 3m infilled frame structure horizontally loaded at the top. With the known characteristics of the frame-panel joints from the experiments on individual connections, a numerical analysis was performed on the infilled frame structure taking nonlinear behaviour of the structural components into account. The finite element model yields reasonably accurate results and indicates a connection failure sequence similar to experimental failure.
Originele taal-2 | Engels |
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Titel | EUROSTEEL 2005 : 4th European conference on steel and composite structures : research, Eurocodes, practice : Maastricht, The Netherlands, June 8-10, 2005 |
Redacteuren | B. Hoffmeister, O. Hechler |
Plaats van productie | Aachen |
Uitgeverij | Verlag Mainz |
Pagina's | (4.2-) 31-(4.2-) 40 |
ISBN van geprinte versie | 3-86130-812-6 |
Status | Gepubliceerd - 2005 |
Evenement | 4th European Conference on Steel and Composite Structures (EUROSTEEL 2005), June 8-10, 2005, Maastricht, The Netherlands - Maastricht, Nederland Duur: 8 jun. 2005 → 10 jun. 2005 |
Congres
Congres | 4th European Conference on Steel and Composite Structures (EUROSTEEL 2005), June 8-10, 2005, Maastricht, The Netherlands |
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Land/Regio | Nederland |
Stad | Maastricht |
Periode | 8/06/05 → 10/06/05 |
Ander | Eurosteel 2005 Conference, Maastricht |