Beam tests of composite steel-concrete members: A three-dimensional finite element model |
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Authors: | Faham Tahmasebinia Gianluca Ranzi Alessandro Zona |
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Affiliation: | 1.School of Civil Engineering,The University of Sydney,Sydney,Australia;2.School of Architecture and Design,University of Camerino,Ascoli Piceno,Italy |
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Abstract: | Modern construction makes frequent use of composite steel-concrete beams for bridge and building applications. This paper
describes a three-dimensional finite element model in which all components forming the composite member are modelled by means
of solid elements. The proposed approach is developed using the commercial software Abaqus and is able to model the composite
response without requiring information from push-out tests commonly performed to define the constitutive relationship for
the shear connectors. All materials are assumed to behave in a nonlinear fashion. Contact between the elements is simulated
using surface-to-surface and embedment techniques. The adequacy and accuracy of the proposed modelling approach are validated
against experimental results available in the literature on simply-supported and continuous beam tests with both solid and
composite slabs. |
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