Chapter
Feb 22, 2016
Headed Shear Studs versus High-Strength Bolts in Prefabricated Composite Decks
Authors: Marko Pavlović [email protected], Milan Spremić [email protected], Zlatko Marković [email protected], and Milan Veljković [email protected]Author Affiliations
Publication: Composite Construction in Steel and Concrete VII
Abstract
Prefabricated steel and concrete composite decks are an interesting option to improve competitiveness and sustainability of the composite structures. Longitudinal shear connection is usually established by grouped headed studs, but possible alternative solution is to use bolted shear connectors. Welded headed studs and bolts (grade 8.8) are experimentally examined in the push-out tests (four tests on each). The same arrangement and dimensions of shear connectors (16 mm diameter and 100 mm height above flange) are considered and their resistances and behaviour are compared. Experimental results showed that headed studs and bolted shear connectors have similar shear resistance, while headed studs are more ductile. FEA is performed by ABAQUS/Explicit solver with damage material models to get more insight into behaviour of the specimens. FEA shows rather good agreement with experimental results. Influence of the bolt to hole clearance on the behaviour of specimens with bolted shear connectors is analysed and discussed.
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© 2016 American Society of Civil Engineers.
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Published online: Feb 22, 2016
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Faculty of Civil Engineering, Univ. of Belgrade, Bulevar kralja Aleksandra 73, 11000 Belgrade, Serbia. E-mail: [email protected]
Faculty of Civil Engineering, Univ. of Belgrade, Bulevar kralja Aleksandra 73, 11000 Belgrade, Serbia. E-mail: [email protected]
Faculty of Civil Engineering, Univ. of Belgrade, Bulevar kralja Aleksandra 73, 11000 Belgrade, Serbia. E-mail: [email protected]
Dept. of Civil, Environmental and Natural Resources Engineering, Luleå Univ. of Technology, S-97187 Luleå, Sweden. E-mail: [email protected]
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