Model I-Shaped Beams under Alternating Deflectionsby Settiana G. Krishnasamy, Res. Asst. Prof.; Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada,
Archibald N. Sherbourne, Prof. of Civ. Engrg. and Dean of Engrg.; Univ. of Waterloo, Waterloo, Ontario, Canada,
Serial Information: Journal of the Structural Division, 1971, Vol. 97, Issue 3, Pg. 1015-1019
Document Type: Journal Paper
The importance of studying the behavior of structural components under low-cycle fatigue conditions, as an extension of simple plastic theory, has been described by the writers in earlier publications. An analytical technique has been developed to predict the performance of simple and indeterminate structural components under reversed cyclic deflection. The technique has been extended herein to the study of miniature I-beams subjected to completely reversed cyclic deflections.
Subject Headings: Structural models | Displacement (mechanics) | Beams | Structural members | Structural analysis | Plastics | Structural deflection | Fatigue (material) | Publications
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