Study of the behavior and resistance of right-angle truss shear connector for composite steel concrete beams

Author:

Lima Jerfson M.,Bezerra Luciano M.ORCID,Bonilla Jorge,Barbosa Wallison C.S.

Funder

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference52 articles.

1. Design of Composite Steel and Concrete Structures - Part 1–1: General Rules and Rules for Buildings;European Committee for Standardization;Eurocode,2004

2. Review of stud shear resistance prediction in steel-concrete composite beams;Bonilla;Steel Compos. Struct.,2018

3. Y-type perfobond rib shear connectors subjected to fatigue loading on highway bridges;Kim;J. Constr. Steel Res.,2016

4. W. Leonhardt, F.; Andrä, W.; Andrä, H.P.; Harre, New Improved Shear Connector With High Fatigue Strength for Composite Structures, Concr. Reinforced Concr. Construction. 12(1987) 325-331.

5. O.S. Veríssimo, Development of an indented rib shear connector for steel-concrete composite structures and an investigation of its structural behaviour, DSc Thesis, Federal University of Minas Gerais, Belo Horizonte, Brazil, (2007) (In Portuguese).

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