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Civil-Comp Proceedings
ISSN 1759-3433
ISSN 1759-3433
CCP: 67
COMPUTATIONAL TECHNIQUES FOR MATERIALS, COMPOSITES AND COMPOSITE STRUCTURES
COMPUTATIONAL TECHNIQUES FOR MATERIALS, COMPOSITES AND COMPOSITE STRUCTURES
Edited by: B.H.V. Topping
Paper IX.4
A Three Dimensional Finite Element Modelling of a Typical Composite Steel Concrete Beam-to-Column Joint
C. Doneux
Service Ponts et Charpentes, University of Liège, Liège, Belgium
Full Bibliographic Reference for this paper
C. Doneux, "A Three Dimensional Finite Element Modelling of a Typical Composite Steel Concrete Beam-to-Column Joint", in B.H.V. Topping, (Editor), "Computational Techniques for Materials, Composites and Composite Structures", Civil-Comp Press, Edinburgh, UK, pp 405-413, 2000. doi:10.4203/ccp.67.9.4
Abstract
The paper deals with the detailed three-dimensional finite
element modelling of typical interior beam-to-column
intersection zone of composite frames under horizontal
loading. The modelling takes into account the non-linear
material properties of the different components: column,
longitudinal beam, transverse beam, reinforced concrete slab
and shear connectors. The studied element is the longitudinal
composite beam, which is chosen to dissipate the earthquake
energy. The characteristics of the slab and of the shear
connectors are the critical points of the design. The paper
presents the basic modelling, its calibration on a subassembly
tested experimentally and the study of the influence of the
presence and efficiency of transverse beams.
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