Journal
THIN-WALLED STRUCTURES
Volume 46, Issue 7-9, Pages 1035-1046Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.tws.2008.01.022
Keywords
plate elements; deflected plates; buckled plates; plate effectiveness; effective breadth; effective width; effective tangent modulus; effective shear modulus
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The effectiveness of plate elements in a continuous plate structure can be reduced by lateral deflections that primarily occur due to lateral pressure loading or buckling. It is recognized that deflected plates can be modeled as equivalent flat (undeflected) plates but with reduced effectiveness. A number of the concepts to evaluate the effectiveness of deflected plates have been developed in the literature. The present paper surveys recent advances in the concepts of plate-effectiveness evaluation in terms of effective breadth, effective width, and effective shear modulus. Some closed-form expressions of the plate effectiveness are reviewed. The present paper is dedicated to Prof. J. Rhodes who made a great achievement and contribution to the related areas noted above, among others. (C) 2008 Elsevier Ltd. All rights reserved.
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