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G.J. Turvey, H. Drinali, "Full Range Response of Circular Steel Plates Subjected to Combined Transverse Pressure and Edge Compression", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 61-68, 1996. doi:10.4203/ccp.43.4.1

Abstract

The governing equations for the elasto-plastic analysis of circular plates with intial deflections are presented. The solution of the equations using a finite difference implementation of the DR (Dynamic Relaxation) procedure is briefly discussed. Results, in graphical format, are presented for stocky and slender simply supported and clamped plates with/without initial deflections and subjected to combined uniform edge compression and transverse pressure. In particular, the effects of transverse pressure and plate slenderness on the response to edge compression are quantified, as also are the effects of initial deflections on the maximum edge compression. Edge compression - transverse pressure interaction curves are also presented for the elastoplastic collapse state and their use in design is illustrated via a simple numerical example.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 43 ADVANCES IN COMPUTATIONAL TECHNIQUES FOR STRUCTURAL ENGINEERING Edited by: B.H.V. Topping Paper IV.1 Full Range Response of Circular Steel Plates Subjected to Combined Transverse Pressure and Edge Compression G.J. Turvey and H. Drinali Engineering Department, Lancaster University, Lancaster, United Kingdom doi:10.4203/ccp.43.4.1 purchase the full-text of this paper Full Bibliographic Reference for this paper G.J. Turvey, H. Drinali, "Full Range Response of Circular Steel Plates Subjected to Combined Transverse Pressure and Edge Compression", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 61-68, 1996. doi:10.4203/ccp.43.4.1 Abstract The governing equations for the elasto-plastic analysis of circular plates with intial deflections are presented. The solution of the equations using a finite difference implementation of the DR (Dynamic Relaxation) procedure is briefly discussed. Results, in graphical format, are presented for stocky and slender simply supported and clamped plates with/without initial deflections and subjected to combined uniform edge compression and transverse pressure. In particular, the effects of transverse pressure and plate slenderness on the response to edge compression are quantified, as also are the effects of initial deflections on the maximum edge compression. Edge compression - transverse pressure interaction curves are also presented for the elastoplastic collapse state and their use in design is illustrated via a simple numerical example. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £68 +P&P)
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