Chapter
Apr 26, 2012
Non-Linear Behaviour of Continuous Steel-Concrete Composite Beams
Authors: G. Fabbrocino [email protected], G. Manfredi, and E. CosenzaAuthor Affiliations
Publication: Composite Construction in Steel and Concrete IV
Abstract
Continuous composite beams are affected by negative bending moments at the internal supports; thus tensile stresses arise in the concrete slab. Cracks in the concrete slab and slippage between concrete and steel component make the structural response very complex in the hogging moment regions. Thus behaviour results from many non linear phenomena involving the reinforced concrete and the steel components, and also very localised effects due to bond of the reinforcing bars and shear connection. Recent developments in the field of modelling of such beams are presented and a theoretical model able to take account of partial interaction and tension stiffening effect is discussed.
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Published In
Composite Construction in Steel and Concrete IV
Pages: 237 - 248
Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
University of Naples Federico II Department of Structural Analysis and Design Via Claudio, 21, Naples, 80125, Italy. E-mail: [email protected]
G. Manfredi
University of Naples Federico II Department of Structural Analysis and Design Via Claudio, 21, Naples, 80125, Italy
E. Cosenza
University of Naples Federico II Department of Structural Analysis and Design Via Claudio, 21, Naples, 80125, Italy
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.