Composite Beams under Cyclic Loadingby Jagmohan L. Humar, Assoc. Prof.; Dept. of Civ. Engrg., Carleton Univ., Ottawa, Canada,
Serial Information: Journal of the Structural Division, 1979, Vol. 105, Issue 10, Pg. 1949-1965
Document Type: Journal Paper
Abstract: Test specimens consisting of a steel column stub and composite steel-concrete beam are tested under cyclic loading. The results show that composite beams subjected to cyclic loading exhibit stable hysteresis loops and good ductility. The behavior under negative moment is governed by the local buckling of beam flanges and web. Beams with horizontal web stiffeners or stocky webs show marked increase in ultimate strength and ductility under negative moment.
Subject Headings: Composite beams | Web beams | Steel columns | Cyclic loads | Webs (structure) | Load tests | Composite columns | Ductility |
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