Computational Technology Resources - CCP

Paper IV.2

A Survey in the Definition of Transverse Displacement for Discrete Reissner-Mindlin Plate Elements

R.M. Sydenstricker and L. Landau

Department of Civil Engineering, COPPE/UFRJ Federal University of Rio de Janeiro, Rio de Janeiro, Brazil

doi:10.4203/ccp.39.4.2

R.M. Sydenstricker, L. Landau, "A Survey in the Definition of Transverse Displacement for Discrete Reissner-Mindlin Plate Elements", in B.H.V. Topping, (Editor), "Advances in Finite Element Technology", Civil-Comp Press, Edinburgh, UK, pp 217-230, 1996. doi:10.4203/ccp.39.4.2

Abstract

Many discrete plate bending finite element based on Reissner-Mindlin theory have been developed in the past few years. In these elements the stiffness matrix is evaluated without integrating the shape functions for deflections (or their derivatives). In this paper the concept of consistent load vector and mass matrix for discrete elements is discussed, and the formulation of some triangular plate bending elements is reviewed.

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 £85 +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: 39 ADVANCES IN FINITE ELEMENT TECHNOLOGY Edited by: B.H.V. Topping Paper IV.2 A Survey in the Definition of Transverse Displacement for Discrete Reissner-Mindlin Plate Elements R.M. Sydenstricker and L. Landau Department of Civil Engineering, COPPE/UFRJ Federal University of Rio de Janeiro, Rio de Janeiro, Brazil doi:10.4203/ccp.39.4.2 purchase the full-text of this paper Full Bibliographic Reference for this paper R.M. Sydenstricker, L. Landau, "A Survey in the Definition of Transverse Displacement for Discrete Reissner-Mindlin Plate Elements", in B.H.V. Topping, (Editor), "Advances in Finite Element Technology", Civil-Comp Press, Edinburgh, UK, pp 217-230, 1996. doi:10.4203/ccp.39.4.2 Abstract Many discrete plate bending finite element based on Reissner-Mindlin theory have been developed in the past few years. In these elements the stiffness matrix is evaluated without integrating the shape functions for deflections (or their derivatives). In this paper the concept of consistent load vector and mass matrix for discrete elements is discussed, and the formulation of some triangular plate bending elements is reviewed. 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 £85 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions