Rib shear connectors in composite profiled slabs

Journal of Constructional Steel Research

Volumn 57, Issue 12, 2001, Pages 1267-1287

  Burnet, Matthew J ^a   Oehlers, Deric J ^a  

^a UNIVERSITY OF ADELAIDE   (Australia)

Author keywords

Bond strength; Profiled slabs; Rib shear connectors

Indexed keywords

BENDING STRENGTH; BONDING; CHEMICAL BONDS; COMPOSITE STRUCTURES; COMPUTER SIMULATION; CONNECTORS (STRUCTURAL); CONSTRAINT THEORY;

RIB SHEAR CONNECTORS;

CONCRETE SLABS;

BOND STRENGTH; STEEL;

EID: 0035678617     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(01)00038-4     Document Type: Article

References (17)

1. Composite profiled beams
2. Flexural strength of profiled beams
3. The axial load behaviour of composite walling
4. Partial-interaction analysis of composite beams with profiled sheeting and non-welded shear connectors
5. Shear transfer in reinforced concrete-recent research
6. Controlled test for composite slab design parameters
7. Design of composite floors with profiled steel sheeting
8. Methods of estimating the fatigue endurances of stud shear connections
9. The strength of stud shear connections in composite beams
10. Models for the flexural peeling of angle plates glued to R.C. beams