@inproceedings{20234014827679 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2025 Elsevier Inc.},
copyright = {Compendex},
title = {A Review of Structural Behavior and Composite Action Between the Steel Beams and Concrete Slabs},
journal = {Lecture Notes in Civil Engineering},
author = {Aghdam, P. Panjehbashi and Parent, S. and Roy, N.},
volume = {348 LNCE},
year = {2023},
pages = {497 - 517},
issn = {23662557},
address = {Whistler, BC, Canada},
abstract = {<div data-language="eng" data-ev-field="abstract">The steel–concrete composite construction is known as one of the fast, economical, and eco-friendly methods due to its advantages in terms of saving in weight of steel and concrete. Composite constructions are extensively used in multi-story buildings and medium-span bridge decks. The longitudinal shear transfer between the steel beam and reinforced concrete slab is achieved through various mechanical devices called shear connectors. The mechanical properties of the shear connector, including the strength and stiffness, play a vital role in the composite action of the steel–concrete beam. The stud-type connectors are widely used in composite construction and are subjected to flexural and axial forces when resisting the interface forces by means of dowel action. In a composite slab, the degree of shear connection, the shear strength, and the stiffness of an individual stud can be determined experimentally by conducting push-out tests. Previous studies have conducted flexural tests to investigate the composite interaction in steel–concrete composite beam elements. This paper reviews different types of push-out and flexural tests proposed in the literature to evaluate the characteristics of composite slabs. The paper also provides different approaches to investigate the interaction of composite elements. This research contributes to the field by providing a comprehensive discussion of the advantages and challenges of the experimental methods to perform the push-out and flexural tests and how these two types of tests can cooperatively promote the understanding of the behavior of composite slabs.<br/></div> © 2023, Canadian Society for Civil Engineering.},
key = {Concrete slabs},
%keywords = {Composite beams and girders;Concrete beams and girders;Concrete testing;Reinforced concrete;Steel beams and girders;Stiffness;Studs (fasteners);Studs (structural members);},
%note = {Composite action;Composite construction;Composite interactions;Composite slab;Composite steel-concrete beams;Flexural behavior;Flexural tests;Push-out tests;Shear connector;Shear studs;},
URL = {http://dx.doi.org/10.1007/978-3-031-34159-5_34},
}

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P.","Parent, S.","Roy, N."],"bibdata":{"bibtype":"inproceedings","type":"inproceedings","language":"English","copyright":"Compendex","title":"A Review of Structural Behavior and Composite Action Between the Steel Beams and Concrete Slabs","journal":"Lecture Notes in Civil Engineering","author":[{"propositions":[],"lastnames":["Aghdam"],"firstnames":["P.","Panjehbashi"],"suffixes":[]},{"propositions":[],"lastnames":["Parent"],"firstnames":["S."],"suffixes":[]},{"propositions":[],"lastnames":["Roy"],"firstnames":["N."],"suffixes":[]}],"volume":"348 LNCE","year":"2023","pages":"497 - 517","issn":"23662557","address":"Whistler, BC, Canada","abstract":"<div data-language=\"eng\" data-ev-field=\"abstract\">The steel–concrete composite construction is known as one of the fast, economical, and eco-friendly methods due to its advantages in terms of saving in weight of steel and concrete. Composite constructions are extensively used in multi-story buildings and medium-span bridge decks. The longitudinal shear transfer between the steel beam and reinforced concrete slab is achieved through various mechanical devices called shear connectors. The mechanical properties of the shear connector, including the strength and stiffness, play a vital role in the composite action of the steel–concrete beam. The stud-type connectors are widely used in composite construction and are subjected to flexural and axial forces when resisting the interface forces by means of dowel action. In a composite slab, the degree of shear connection, the shear strength, and the stiffness of an individual stud can be determined experimentally by conducting push-out tests. Previous studies have conducted flexural tests to investigate the composite interaction in steel–concrete composite beam elements. This paper reviews different types of push-out and flexural tests proposed in the literature to evaluate the characteristics of composite slabs. 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Panjehbashi and Parent, S. and Roy, N.},\nvolume = {348 LNCE},\nyear = {2023},\npages = {497 - 517},\nissn = {23662557},\naddress = {Whistler, BC, Canada},\nabstract = {<div data-language=\"eng\" data-ev-field=\"abstract\">The steel–concrete composite construction is known as one of the fast, economical, and eco-friendly methods due to its advantages in terms of saving in weight of steel and concrete. Composite constructions are extensively used in multi-story buildings and medium-span bridge decks. The longitudinal shear transfer between the steel beam and reinforced concrete slab is achieved through various mechanical devices called shear connectors. The mechanical properties of the shear connector, including the strength and stiffness, play a vital role in the composite action of the steel–concrete beam. The stud-type connectors are widely used in composite construction and are subjected to flexural and axial forces when resisting the interface forces by means of dowel action. In a composite slab, the degree of shear connection, the shear strength, and the stiffness of an individual stud can be determined experimentally by conducting push-out tests. Previous studies have conducted flexural tests to investigate the composite interaction in steel–concrete composite beam elements. This paper reviews different types of push-out and flexural tests proposed in the literature to evaluate the characteristics of composite slabs. The paper also provides different approaches to investigate the interaction of composite elements. 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