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Bending behavior of composite hybrid beams
Theoretical moment-curvature and moment-stress relations are developed to describe banding behavior of beams; formulas are developed for ultimate strength of composite hybrid beams, as limited by either crushing of concrete or yielding of full cross section of steel beam; curves of moment vs curvature, location of neutral axis, bottom-flange stress, and top-flange stress are presented to illustrate theoretical bending behavior of composite hybrid beams and to compare this behavior with that of composite homogeneous beams.
Bending behavior of composite hybrid beams
Theoretical moment-curvature and moment-stress relations are developed to describe banding behavior of beams; formulas are developed for ultimate strength of composite hybrid beams, as limited by either crushing of concrete or yielding of full cross section of steel beam; curves of moment vs curvature, location of neutral axis, bottom-flange stress, and top-flange stress are presented to illustrate theoretical bending behavior of composite hybrid beams and to compare this behavior with that of composite homogeneous beams.
Bending behavior of composite hybrid beams
ASCE -- Proc (J Structural Div)
Schilling, C.G. (author)
1968
20 pages
Article (Journal)
English
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