Some Aspects of Numerical Modeling of Steel-Concrete Composite Beams with Prestressed Tendons

Author:

Tamayo Jorge Luis Palomino1ORCID,Franco Marina Iara1ORCID,Morsch Inácio Benvegnu1ORCID,Désir Jean Marie1ORCID,Wayar Alvaro Marcelo Moscoso2ORCID

Affiliation:

1. Universidade Federal do Rio Grande do Sul, Brazil

2. Universidad Privada Boliviana, Bolivia

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Reference34 articles.

1. Prestressed composite girders. I: Experimental study for negative moment;Ayyub B.;Journal of Structural Engineering,1992

2. Prestressed composite girders. II: Analytical study for negative moment;Ayyub B.;Journal of Structural Engineering,1992

3. Effect of geometrical properties on strength of externally prestressed steel-concrete composite beams;Abu-Sena A.,2018

4. Finite-element analysis of steel-concrete composite plate girder;Baskar K.;Journal of Structural Engineering,2002

5. Numerical model for steel concrete composite beam with partial shear connection;Bujnak J.;Proceedings of the European Conference on Steel Structures,2005

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