Abstract
The behavior of a composite slab using a 636 deck profile was investigated experimentally. Twenty-three one-way slab tests and twenty-four pull-out tests were performed. It was found that the behavior and shear bond load of the composite slab were significantly affected by the depth of the embossment shear key. The average shear stress from the pull-out tests was generally lower than that of the one-way slab tests due to a lack of the transverse load effects which influenced the factional resistance between the concrete slab and the steel deck.
Original language | English |
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Title of host publication | International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction |
Pages | 361-383 |
Number of pages | 23 |
Publication status | Published - 1 Dec 1994 |
Externally published | Yes |
Event | Twelfth International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction - St. Louis, MO, United States Duration: 18 Oct 1994 → 19 Oct 1994 |
Conference
Conference | Twelfth International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction |
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Country/Territory | United States |
City | St. Louis, MO |
Period | 18/10/94 → 19/10/94 |
ASJC Scopus subject areas
- General Engineering