Chapter
Apr 26, 2012
Modeling and Experimental Investigation of Bolted Flush End-Plate Composite Beam-to-Column Joints
Authors: J. M. Aribert and O. N. DingaAuthor Affiliations
Publication: Composite Construction in Steel and Concrete IV
Abstract
A numerical model is proposed for calculating the moment-rotation curve of composite joints up to failure under monotonically increasing loading. This model is based on the component method in which new components are introduced. These new components are the steel-concrete shear connection, the concrete slab reinforcement (with or without allowance for the tension-stiffening effect) and the flexural bending of the bolted flush end-plate between the upper bolt-row and the tension flange of the steel beam. The model is favorably compared with several test results for a double-sided joint configuration under balanced loading carried out at INSA-Rennes.
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Composite Construction in Steel and Concrete IV
Pages: 711 - 724
Copyright
© 2002 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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J. M. Aribert
Laboratoire Structures, INSA de Rennes 20 Avenue Buttes de Coësmes 35043 Rennes Cedex France
O. N. Dinga
Laboratoire Structures, INSA de Rennes 20 Avenue Buttes de Coësmes 35043 Rennes Cedex France
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