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Resistance of stud shear connectors in composite beams using profiled steel sheeting

Author
Bonilla, J.; Bezerra, L.; Mirambell, E.
Type of activity
Journal article
Journal
Engineering structures
Date of publication
2019-05
Volume
187
First page
478
Last page
489
DOI
10.1016/j.engstruct.2019.03.004
Repository
http://hdl.handle.net/2117/131800 Open in new window
https://www.researchgate.net/publication/331650465_Resistance_of_stud_shear_connectors_in_composite_beams_using_profiled_steel_sheeting Open in new window
URL
https://www.sciencedirect.com/science/article/pii/S0141029619308703 Open in new window
Abstract
In composite beam design, headed stud shear connectors are commonly used to transfer longitudinal shear forces across the steel-concrete interface. This paper describes the structural performance of shear connection in composite beams with profiled steel sheeting. An accurate and efficient nonlinear Finite Element (FE) model was developed to study the behavior of headed stud shear connectors welded through the deck. The concrete slab considered in this article uses profiled steel sheeting with r...
Citation
Bonilla, J.; Bezerra, L.; Mirambell, E. Resistance of stud shear connectors in composite beams using profiled steel sheeting. "Engineering structures", Maig 2019, vol. 187, p. 478-489.
Keywords
Composite beams Profiled steel sheeting Stud shear connectors Push-out test Longitudinal shear resistance
Group of research
ATEM - Structural and Materials Technology

Participants