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Steel-Concrete Composite Beams under Repeated Load
This paper presents results from repeated loading tests on composite beams. Repeated loading causes an increase in the deflection of composite beams due to incremental slip in the shear connection. An analytical model to calculate this is presented, and comparisons are made between the analytical model and the test results.
Steel-Concrete Composite Beams under Repeated Load
This paper presents results from repeated loading tests on composite beams. Repeated loading causes an increase in the deflection of composite beams due to incremental slip in the shear connection. An analytical model to calculate this is presented, and comparisons are made between the analytical model and the test results.
Steel-Concrete Composite Beams under Repeated Load
Taplin, Geoff (author) / Grundy, Paul (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
Composite materials , Steel , Inelasticity , Studs , Deflection , Service loads , Construction , Repeated loads , Concrete , Composite beams , Models
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