## Abstract In this paper, the derivation and numerical implementation of boundary integral equations for the buckling analysis of shear deformable plates are presented. Plate buckling equations are derived as a standard eigenvalue problem. The formulation is formed by coupling boundary element for
โฆ LIBER โฆ
Buckling of shear deformable plates using the p-version of the finite element method
โ Scribed by J.P. Smith
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 428 KB
- Volume
- 57
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
Buckling analysis of shear deformable pl
โ
J. Purbolaksono; M. H. Aliabadi
๐
Article
๐
2005
๐
John Wiley and Sons
๐
English
โ 750 KB
Post buckling analysis of shear deformab
โ
P. M. Baiz; M. H. Aliabadi
๐
Article
๐
2010
๐
John Wiley and Sons
๐
English
โ 792 KB
Theh-p-version of the finite-element met
โ
Babus??a, I. ;Li, L.
๐
Article
๐
1992
๐
Wiley (John Wiley & Sons)
๐
English
โ 445 KB
๐ 1 views
A finite element method for the free vib
โ
T.A. Rock; E. Hinton
๐
Article
๐
1976
๐
Elsevier Science
๐
English
โ 708 KB
A version of the finite element method
โ
L.G. Strakhovskaya; R.P. Fedorenko
๐
Article
๐
1979
๐
Elsevier Science
โ 854 KB
ADAPTIVE SOLVER FOR THE p-VERSION OF FIN
โ
JACOB FISH; RAVI GUTTAL
๐
Article
๐
1997
๐
John Wiley and Sons
๐
English
โ 385 KB
๐ 2 views
An adaptive solver for large-scale hierarchic finite element systems has been developed. A decision-making methodology aimed at selecting an optimal solution strategy on the basis of estimated conditioning, sparsity and memory requirements for a given problem has been devised. Numerical experiments