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Modeling and Experimental Investigation of Bolted Flush End-Plate Composite Beam-to-Column Joints

Aribert, J. M. / Dinga, O. N.

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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Modeling and Experimental Investigation of Bolted Flush End-Plate Composite Beam-to-Column Joints

Aribert, J. M. / Dinga, O. N.

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.

Modeling and Experimental Investigation of Bolted Flush End-Plate Composite Beam-to-Column Joints

Aribert, J. M. / Dinga, O. N.

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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Title:

Modeling and Experimental Investigation of Bolted Flush End-Plate Composite Beam-to-Column Joints

Contributors:

Aribert, J. M. (author) / Dinga, O. N. (author)

Conference:

Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada

Published in:

Composite Construction in Steel and Concrete IV ; 711-724

Publication date:

2002-05-22

ISBN:

DOI:

https://doi.org/10.1061/40616(281)62

Type of media:

Conference paper

Type of material:

Electronic Resource

Language:

English

Keywords:

Composite materials , Steel , Bolted connections , Concrete slabs , Construction , Numerical models , Concrete , Flexural strength , Rotation , Bending , Composite structures

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