Finite-Element Model for Collapse and Long-Term Analysis of Steel–Concrete Composite Beams-Reference-Cited by-同舟云学术

Finite-Element Model for Collapse and Long-Term Analysis of Steel–Concrete Composite Beams

Published:2004-03 Issue:3 Volume:130 Page:489-497
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fragiacomo M.¹,Amadio C.²,Macorini L.³

Affiliation:

1. Research Engineer, Dept. of Civil Engineering, Univ. of Trieste, Piazzale Europa 1, 34127 Italy.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Trieste, Piazzale Europa 1, 34127 Italy.

3. PhD Student, Dept. of Civil Engineering, Univ. of Trieste, Piazzale Europa 1, 34127 Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A3%28489%29

Reference33 articles.

1. A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connection.;Amadio C.;Costruzioni Metalliche,1993

2. Amadio C. and Fragiacomo M. (1999). “A finite element model for short and long term analysis of steel–concrete beams in cracked phase.” Proc. 17th C.T.A. Conf. Naples Italy 2 251–260.

3. Calcul des poutres mixtes jusq’à l’etat ultime avec un effet de soulèvement à l’interface Acier–Béton.;Aribert J. M.;Constr. Metallique,1985

4. Mixed Formulation of Nonlinear Steel-Concrete Composite Beam Element

5. Crack band theory for fracture of concrete

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