Computational Technology Resources - CCP

G.J. Turvey, H. Drinali, "Nonlinear First Yield Design of Imperfect Circular Plates in Uniform Edge Compression", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 27-35, 1987. doi:10.4203/ccp.4.13.1

Abstract

The relative merits of nonlinear first yield and ultimate strength design philosophies are discussed in general terms for plate structures in compression. It is suggested that ultimate strength data is lacking for many plate structures of practical significance and that comprehensive nonlinear first yield design data may be derived more readily for these situations. To illustrate the point the nonlinear first yield analysis of an initially bowed circular plate in uniform edge compression is outlined and used to generate design data. The data is presented in the form of design charts covering the practical range of slenderness of both simply supported and clamped plates with various initial bow amplitudes. A simple design example is included to demonstrate the practical application of the design charts.

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 £78 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 4/5 PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper XIII.1 Nonlinear First Yield Design of Imperfect Circular Plates in Uniform Edge Compression G.J. Turvey and H. Drinali Department of Engineering, University of Lancaster, England doi:10.4203/ccp.4.13.1 purchase the full-text of this paper Full Bibliographic Reference for this paper G.J. Turvey, H. Drinali, "Nonlinear First Yield Design of Imperfect Circular Plates in Uniform Edge Compression", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 27-35, 1987. doi:10.4203/ccp.4.13.1 Abstract The relative merits of nonlinear first yield and ultimate strength design philosophies are discussed in general terms for plate structures in compression. It is suggested that ultimate strength data is lacking for many plate structures of practical significance and that comprehensive nonlinear first yield design data may be derived more readily for these situations. To illustrate the point the nonlinear first yield analysis of an initially bowed circular plate in uniform edge compression is outlined and used to generate design data. The data is presented in the form of design charts covering the practical range of slenderness of both simply supported and clamped plates with various initial bow amplitudes. A simple design example is included to demonstrate the practical application of the design charts. 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 £78 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions