๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Some problems of a plate bending hybrid model with shear effect

โœ Scribed by Chang-Chun Wu

Publisher
John Wiley and Sons
Year
1982
Tongue
English
Weight
501 KB
Volume
18
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.

โœฆ Synopsis

Abstract

A triangular plate bending hybrid element is constructed according to Reissner's principle. It has 9 degreesโ€ofโ€freedom and the shear effect is included. The C^0^ formulation of thick plate is directly developed to solve the thin plate by imposing the discrete Kirchhoff constraints. The matching problem for bending and shear in the hybrid model of thick plate is effectively treated by use of the principle of the energy regulation such that the unified analysis of thick and thin plates is realized. Finally, numerical examples are presented.

๐Ÿ“œ SIMILAR VOLUMES

Hybrid stress finite element analysis of
Hybrid stress finite element analysis of bending of a plate with a through flaw
โœ H. C. Rhee; S. N. Atluri ๐Ÿ“‚ Article ๐Ÿ“… 1982 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 621 KB

## Abstract A hybrid stress finite element procedure for the solution of bending stress intensity factors of a plate with a throughโ€theโ€thickness crack is presented. Reissner's sixthโ€order plate theory including the effects of transverse shear deformation is used. The dominant singular crack tip st

A hybrid WKBโ€“Galerkin method applied to
A hybrid WKBโ€“Galerkin method applied to a piezoelectric sandwich plate vibration problem considering shear force effects
โœ Victor Z. Gristchak; Olga A. Ganilova ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 504 KB

This paper deals with the problem of dynamic loading of a piezoelectric sandwich plate. The objective of the analysis is to obtain a closed form approximate analytical solution for the equilibrium equations of the loaded plate considering time variant damping, and to discuss the shear force effect f

A simple model for the contact problem o
A simple model for the contact problem of a finite cracked plate in bending
โœ C.W. Woo; Y.K. Cheung; Y.Z. Chen; Y.H. Wang ๐Ÿ“‚ Article ๐Ÿ“… 1988 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 331 KB

In bending of a finite cracked plate, the stress intensity factor (SfF) at a cracked tip is usually negative. This means that the displacement at the vicinity of the crack tip is overlapped. However, this is not reasonable. In this paper a simple model is suggested. When the SIF is negative, some pa