Numerical Analysis of ELastic Plates and Shallow Shells By an Integral Equation Method

Forbes, D.J.; Robinson, A.R.

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https://hdl.handle.net/2142/14273 Copy

Description

Title

Numerical Analysis of ELastic Plates and Shallow Shells By an Integral Equation Method

Author(s)

• Forbes, D.J.
• Robinson, A.R.

Issue Date

1969-07

Keyword(s)

• Integral equations
• Boundary value problems --Numerical solutions
• Elastic plates and shells

Abstract

The object of this investigation is to develop a numerical method for determining the static displacements and stresses in certain elastic plates and shells based on an integral equation formulation of the boundary value problem. The basic singular solutions used are those of plane stress in elasticity and of the theory of flexure of plates. In accordance with these theories, the plate or shell is assumed to be thin or of medium thickness and is composed of homogeneous, isotropic elastic material. It is also assumed that the displacements and rotations are small, so that linear theories are applicable; that is buckling is not considered.

Publisher

University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign.

Series/Report Name or Number

Civil Engineering Studies SRS-(345)

Type of Resource

text

Language

en

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http://hdl.handle.net/2142/14273

Sponsor(s)/Grant Number(s)

The Office of Naval Reserch Department of The Navy. Contract N00014-67-A-0305-0010

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