A platform for research: civil engineering, architecture and urbanism
On boundary elements for Reissner's plate theory
Abstract A direct boundary element formulation for Reissner's plate bending theory is reviewed and found to be also applicable to external problems in infinite plates. The formulation bears close resemblance with the standard plane strain boundary element implementation producing singular integrals of the same order. The numerical implementation is carried out for quadratic elements with complete freedom of local nodal positioning within the elements (i.e. continuous, discontinonuous and semi-continuous elements are used, including the possibility of double nodes). Numerical examples are presented to demonstrate the accuracy of the procedure.
On boundary elements for Reissner's plate theory
Abstract A direct boundary element formulation for Reissner's plate bending theory is reviewed and found to be also applicable to external problems in infinite plates. The formulation bears close resemblance with the standard plane strain boundary element implementation producing singular integrals of the same order. The numerical implementation is carried out for quadratic elements with complete freedom of local nodal positioning within the elements (i.e. continuous, discontinonuous and semi-continuous elements are used, including the possibility of double nodes). Numerical examples are presented to demonstrate the accuracy of the procedure.
On boundary elements for Reissner's plate theory
Karam, V.J. (author) / Telles, J.C.F. (author)
Engineering Analysis ; 5 ; 21-27
1988-01-01
7 pages
Article (Journal)
Electronic Resource
English
British Library Online Contents | 2009
|Fractal Two-Level Finite Element Analysis of Cracked Reissner's Plate
Online Contents | 1996
|British Library Conference Proceedings | 2004
|British Library Online Contents | 1999
|Sandwich Plate Analysis by Finite Element Method and Reissner's Mixed Theorem
British Library Conference Proceedings | 2000
|