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Flexural strength of steel-concrete composite beams
Tests on 12 single span and one two-span continuous, full scale composite beams are described, and results evaluated; investigation was concerned with determining minimum number of shear connectors required for steel and concrete composite beams in buildings; relationships between ultimate strengths of commonly used types of mechanical shear connectors and ultimate strength of composite beams are developed; deflection of members is shown to be larger for beams with minimum recommended shear connection as compared to theoretical bending deflections, and magnitude of these deflections is discussed.
Flexural strength of steel-concrete composite beams
Tests on 12 single span and one two-span continuous, full scale composite beams are described, and results evaluated; investigation was concerned with determining minimum number of shear connectors required for steel and concrete composite beams in buildings; relationships between ultimate strengths of commonly used types of mechanical shear connectors and ultimate strength of composite beams are developed; deflection of members is shown to be larger for beams with minimum recommended shear connection as compared to theoretical bending deflections, and magnitude of these deflections is discussed.
Flexural strength of steel-concrete composite beams
ASCE -- Proc (J Structural Div)
Slutter, R.G. (author) / Driscoll, Jr., G.C. (author)
1965
29 pages
Article (Journal)
English
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