1992
DOI: 10.1002/nme.1620330613
|View full text |Cite
|
Sign up to set email alerts
|

A study of boundary layers in plates using Mindlin‐Reissner and 3‐D elements

Abstract: SUMMARYFinite elements based on Mindlin-Reissner theory and three-dimensional theory are used to study the distribution of shear forces and twisting moments in plates with various simple support conditions. Differences between the results obtained using these two theories are highlighted. A crude adaptive mesh refinement procedure is applied to improve the accuracy of the finite-element analysis.

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
10
0

Year Published

1997
1997
2017
2017

Publication Types

Select...
6

Relationship

0
6

Authors

Journals

citations
Cited by 16 publications
(10 citation statements)
references
References 10 publications
(3 reference statements)
0
10
0
Order By: Relevance
“…For this series of elements, the shear strain in the global x-y co-ordinates is obtained by the transformation stated in equation (11). The inverse of the Jacobian matrix there is in general a rational function of the natural co-ordinates.…”
Section: Rate Of Convergence For the Assumed Strain Elementsmentioning
confidence: 99%
“…For this series of elements, the shear strain in the global x-y co-ordinates is obtained by the transformation stated in equation (11). The inverse of the Jacobian matrix there is in general a rational function of the natural co-ordinates.…”
Section: Rate Of Convergence For the Assumed Strain Elementsmentioning
confidence: 99%
“…For instance, Selman et al , adopted the triangular Mindlin–Reissner elements to study the edge effect of plates with various shapes, in conjunction with using adaptive mesh refinement procedures; Rao et al. used the Mindlin–Reissner plate and 3D elements to predict the distributions of resultants in plates, along with a crude adaptive strategy. Although the use of an adaptive mesh refinement technique may help solve these difficulties in modeling the boundary layer, the existence of the edge effect will slow down the convergence rate greatly, especially for relatively thin plates.…”
Section: Introductionmentioning
confidence: 99%
“…One of the possible ways would be to utilize the Reissner-Mindlin (RM) (thick-) plate model which only requires C 0 ðxÞÀ elements and therefore is easier to implement. Several sources suggest that the RM model in a number of cases more adequately reflects the physical behavior [31] of thin structures and also when it comes to the reproduction of boundary layers [32,33]. Another way would be to employ one of the non-conforming approaches that have been proposed for the KL model which require that additional steps, undesirable for the use in general purpose software, have to been taken in order to reproduce the solution expected in the thin-plate limit.…”
Section: Fe-discretization Of the Coupled Multi-layered Plate Equationsmentioning
confidence: 99%
“…Using definition (32) and taking into account that integration over edges E in the domain interior occurs twice the above equation becomes…”
Section: Error Analysis For Coupled Thin-structure Fe-problemsmentioning
confidence: 99%