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Paper VI.4

Nonlinear First Yield Analysis of Circular Plates Subjected to Combined Uniform Pressure and Edge Compression

G.J. Turvey* and H. Drinali+

*Department of Civil Engineering, University of Lancaster, Lancaster, England
+Department of Civil Engineering, University of Oran, Oran, Algeria

doi:10.4203/ccp.19.6.4

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G.J. Turvey, H. Drinali, "Nonlinear First Yield Analysis of Circular Plates Subjected to Combined Uniform Pressure and Edge Compression", in B.H.V. Topping, (Editor), "Developments in Computational Engineering Mechanics", Civil-Comp Press, Edinburgh, UK, pp 181-184, 1993. doi:10.4203/ccp.19.6.4

Abstract

The large deflection axisymmetric circular plate equations are solved using a finite-difference implementation of the Dynamic Relaxation (DR) algorithm. The numerical solution is combined with the Von Mises yield criterion to provide first yield data for the case of uniform in-plane compression combined with uniform transverse pressure. Data in the form of non-dimensional interaction curves are provided for simply supported and clamped plates and for a range of initial deflection amplitudes and slenderness ratios.

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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: 19 DEVELOPMENTS IN COMPUTATIONAL ENGINEERING MECHANICS Edited by: B.H.V. Topping Paper VI.4 Nonlinear First Yield Analysis of Circular Plates Subjected to Combined Uniform Pressure and Edge Compression G.J. Turvey* and H. Drinali+ *Department of Civil Engineering, University of Lancaster, Lancaster, England +Department of Civil Engineering, University of Oran, Oran, Algeria doi:10.4203/ccp.19.6.4 purchase the full-text of this paper Full Bibliographic Reference for this paper G.J. Turvey, H. Drinali, "Nonlinear First Yield Analysis of Circular Plates Subjected to Combined Uniform Pressure and Edge Compression", in B.H.V. Topping, (Editor), "Developments in Computational Engineering Mechanics", Civil-Comp Press, Edinburgh, UK, pp 181-184, 1993. doi:10.4203/ccp.19.6.4 Abstract The large deflection axisymmetric circular plate equations are solved using a finite-difference implementation of the Dynamic Relaxation (DR) algorithm. The numerical solution is combined with the Von Mises yield criterion to provide first yield data for the case of uniform in-plane compression combined with uniform transverse pressure. Data in the form of non-dimensional interaction curves are provided for simply supported and clamped plates and for a range of initial deflection amplitudes and slenderness ratios. 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 £58 +P&P)
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