Experimental Study on the Use of Steel Double-Headed Studs in Slab-to-Precast Girder Connection

Author:

Hosseini S. M.,El-Badry M.

Publisher

Springer Nature Singapore

Reference9 articles.

1. Badie SS, Morgan Girgis AF, Tadros MK, Sriboonma K (2011) Full-scale testing for composite slab/beam systems made with extended stud spacing. J Bridge Eng ASCE 16(5):653–661

2. El-Badry M, Abe H, Schonknecht K, Yoshioka T (2005) An innovative hybrid FRP-concrete bridge system. Special Publ 230:1–20

3. Haufe A, Ghali A (2002) Mechanical anchorage of studs in concrete: experiments and numerical analyses. In: 4th structural specialty conference of the canadian society for civil engineering, Montreal, Quebec, Canada

4. Lam D, Asce M, El-Lobody E (2005) Behavior of headed stud shear connectors in composite beam. J Struct Eng ASCE 131(1):96–107

5. Lin Z, Liu Y, Roeder CW (2016) Behavior of stud connections between concrete slabs and steel girders under transverse bending moment. Eng Struct 117:130–144

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