Load carrying capacity of composite slabs with various end constraints

Journal of Constructional Steel Research

Volumn 59, Issue 3, 2003, Pages 385-403

  Chen, S ^a  

^a TONGJI UNIVERSITY   (China)

Author keywords

Composite slab; Load carrying capacity; Shear bond

Indexed keywords

ANCHORAGES (FOUNDATIONS); BEARING CAPACITY; BENDING (DEFORMATION); ELASTICITY; SHEAR STRENGTH; STEEL SHEET; TENSILE TESTING;

COMPOSITE SLABS;

COMPOSITE STRUCTURES;

LOADING; STRUCTURAL ANALYSIS;

EID: 0037344260     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00034-2     Document Type: Article

References (6)

1. Structural use of steelwork in building, Part 4:code of Practice for design of floors with profiled steel sheeting. London: British Standards Institution; 1982.
2. DD ENV 1994-1-1. Eurocode 4. Design of composite steel and concrete Structures. Part 1-general rules and rules for buildings. London: British Standards Institution; 1994.
3. Chinese Standard of Construction. Technical specification for steel structure of tall building, JGJ 99- 98; China Building Industry Press, Beijing, 1999.
4. Jolly CK, Lawson RM. End anchorage in composite slabs: an increased loadcarrying capacity. Struct Eng 1992;70(11):202-5.
5. Daniels BJ, Crisinel M. Composite slab behavior and strength analysis Part II: comparisons with test results and parametric analysis. J Struct Eng, ASCE 1993;119(1):36-49.
6. Johnson RP, Yuan H. Models and design rules for stud shear connectors in troughs of profiled sheeting. Proc Instn Civ Eng Structs Bldgs 1998;128(3):252-63.