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Shear in C0 and C1 bending finite elements

✍ Scribed by Isaac Fried

Book ID
103129752
Publisher
Elsevier Science
Year
1973
Tongue
English
Weight
816 KB
Volume
9
Category
Article
ISSN
0020-7683

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πŸ“œ SIMILAR VOLUMES

C0 finite element discretization of Kirc
C0 finite element discretization of Kirchhoff's equations of thin plate bending
✍ M. Ortiz; G. R. Morris πŸ“‚ Article πŸ“… 1988 πŸ› John Wiley and Sons 🌐 English βš– 880 KB

An alternative formulation of Kirchhoffs equations is given which is amenable to a standard Co finite element discretization. In this formulation, the potential energy of the plate is formulated entirely in terms of rotations, whereas the deflections are the outcome of a subsidiary problem. The natu

A C1 finite element including transverse
A C1 finite element including transverse shear and torsion warping for rectangular sandwich beams
✍ M. Ganapathi; B. P. Patel; O. Polit; M. Touratier πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 356 KB πŸ‘ 1 views

A new three-noded C 1 beam ΓΏnite element is derived for the analysis of sandwich beams. The formulation includes transverse shear and warping due to torsion. It also accounts for the interlaminar continuity conditions at the interfaces between the layers, and the boundary conditions at the upper and

A C0 EIGHT-NODE MEMBRANE-SHEAR-BENDING E
A C0 EIGHT-NODE MEMBRANE-SHEAR-BENDING ELEMENT FOR GEOMETRICALLY NON-LINEAR (STATIC AND DYNAMIC) ANALYSIS OF LAMINATES
✍ M. GANAPATHI; O. POLIT; M. TOURATIER πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 1013 KB

A new eight-node Co membrane-plate quadrilateral finite element is presented to analyse static and dynamic moderately large deflections of moderately thick laminates. The finite element is based on the Reissner-Mindlin plate theory and on previous works for the shear-bending (plate) part, which has