Effect of rib-to-beam angle on the shear resistance of headed studs in composite slab-Reference-Cited by-同舟云学术

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Effect of rib-to-beam angle on the shear resistance of headed studs in composite slab

Published:2024-03 Issue: Volume:303 Page:117574
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Jakovljević Isidora,Spremić Milan,Marković Zlatko

Funder

Republic of Serbia Ministry of Education Science and Technological Development

Publisher

Elsevier BV

Reference32 articles.

1. Investigation of stud shear connectors for composite concrete and steel T-beams;Viest;JP,1956

2. Fatigue and static strength of stud shear connectors;Thurlimann;JP,1959

3. Design of composite beams with formed metal deck;Fisher;Eng J, Am Inst Steel Constr,1970

4. Composite beams with formed steel deck;Grant;Eng J,1977

5. Beitrag zur Tragfähigkeit von Kopfbolzendübeln in Verbundträgern mit Stahlprofilblechen;Roik;Bauingenieur,1981

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