Affiliation:
1. Southwest Research Institute
Abstract
A theoretical investigation is made of the behavior of a long rectangular plate loaded laterally beyond the elastic range of the material. The study takes into account the effects of the following phenomena:Initial deflections;initial locked-in moments; anddisplacements of the edges, in the plane of the plate.
The proposed method permits the design of plates based on allowable deflections under working loads and allowable permanent sets.
Publisher
The Society of Naval Architects and Marine Engineers
Subject
Applied Mathematics,Mechanical Engineering,Ocean Engineering,Numerical Analysis,Civil and Structural Engineering
Cited by
3 articles.
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