Inelastic Shear Deflection of Steel Beamsby Dale G. Eyre, (A.M.ASCE), Asst. Prof. of Civ. Engrg.; Univ. of New Brunswick, Fredericton, NB, Canada,
Serial Information: Journal of the Structural Division, 1973, Vol. 99, Issue 10, Pg. 1985-1997
Document Type: Journal Paper
Errata: (See full record)
The effect of shear on the deflection response and on the redistribution of moments in beams is presented. Three types of beams are treated: simple, propped cantilever, and fixed. The fixed beam is subjected to a variety of load positions. The steel is allowed to strain harden in flexure and the shear-strain curve is used without simplification. It is found that the effect of shear on both the deflection and moment redistribution greatly increases if the beam experiences yielding in shear.
Subject Headings: Steel beams | Displacement (mechanics) | Inelasticity | Strain | Moment distribution | Curvature | Steel | Load factors | Cantilevers
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