Inelastic Buckling of Simply Supported Steel I-Beams

by Sritawat Kitipornchai, (A.M.ASCE), Struct. Engr.; Rankine and Hill, Sydney, Australia,
Nicholas S. Trahair, (M.ASCE), Assoc. Prof. in Civ. Engrg.; Univ. of Sydney, Sydney, Australia,

Serial Information: Journal of the Structural Division, 1975, Vol. 101, Issue 7, Pg. 1333-1347

Document Type: Journal Paper

Discussion: Vinnakota Sriramulu (See full record)
Discussion: Allen David (See full record)
Closure: (See full record)

Abstract: Experimental investigations of inelastic flexural-torsional buckling of rolled steel I-beams were carried out. The full-scale simply supported beams were without intermediate restraints and carried central concentrated loads. Experimental results compared well with theoretical predictions.

Subject Headings: I beams | Inelasticity | Buckling | Flexural strength | Concentrated loads |

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