Generalized Bending of a Large, Shear Deformable Isotropic Plate Containing a Circular Hole or Rigid InclusionSource: Journal of Applied Mechanics:;2001:;volume( 068 ):;issue: 002::page 230Author:C. W. Bert
,
Perkinson Chair Professor
,
Life Fellow ASME
,
H. Zeng
,
Graduate Research Assistant
DOI: 10.1115/1.1348014Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The problem of a large isotropic plate with a circular hole or rigid circular inclusion is considered here. The plate experiences transverse shear deformation and is subjected to an arbitrary bending field. By using Reissner’s plate theory, a general solution, in terms of Poisson’s ratio ν, a geometric ratio, and bending moment ratio B, is obtained to satisfy both the boundary conditions along the edge and at great distances from the edge. The stress couple concentration factors are calculated and compared with classical plate theory, three-dimensional elasticity theory, higher-order plate theory, and an experimental result.
keyword(s): Elasticity , Shear (Mechanics) , Stress concentration , Boundary-value problems , Stress , Poisson ratio , Shear deformation AND Differential equations ,
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contributor author | C. W. Bert | |
contributor author | Perkinson Chair Professor | |
contributor author | Life Fellow ASME | |
contributor author | H. Zeng | |
contributor author | Graduate Research Assistant | |
date accessioned | 2017-05-09T00:04:05Z | |
date available | 2017-05-09T00:04:05Z | |
date copyright | March, 2001 | |
date issued | 2001 | |
identifier issn | 0021-8936 | |
identifier other | JAMCAV-26509#230_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/124726 | |
description abstract | The problem of a large isotropic plate with a circular hole or rigid circular inclusion is considered here. The plate experiences transverse shear deformation and is subjected to an arbitrary bending field. By using Reissner’s plate theory, a general solution, in terms of Poisson’s ratio ν, a geometric ratio, and bending moment ratio B, is obtained to satisfy both the boundary conditions along the edge and at great distances from the edge. The stress couple concentration factors are calculated and compared with classical plate theory, three-dimensional elasticity theory, higher-order plate theory, and an experimental result. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Generalized Bending of a Large, Shear Deformable Isotropic Plate Containing a Circular Hole or Rigid Inclusion | |
type | Journal Paper | |
journal volume | 68 | |
journal issue | 2 | |
journal title | Journal of Applied Mechanics | |
identifier doi | 10.1115/1.1348014 | |
journal fristpage | 230 | |
journal lastpage | 233 | |
identifier eissn | 1528-9036 | |
keywords | Elasticity | |
keywords | Shear (Mechanics) | |
keywords | Stress concentration | |
keywords | Boundary-value problems | |
keywords | Stress | |
keywords | Poisson ratio | |
keywords | Shear deformation AND Differential equations | |
tree | Journal of Applied Mechanics:;2001:;volume( 068 ):;issue: 002 | |
contenttype | Fulltext |