Análise de placas circulares com ortotropia física ou geométrica
type: CreativeWork
description: In the former, the plate has uniform thickness and its material has different elastic properties in the radial and circunferential directions; in the latter, the isotropic plate is stiffenned with uniformily spaced radial and circunferential ribs. For each case, the equilibrium differential equations are derived in terms of the middle surface displacements, and their general solutions are found by series. Closed form solutions for several combinations of usual load and boundary conditions are given in detail. Some approximations to the theory of stiffened plates are presented, and their results are compared to the solutions of the theoretical developement.
abstract: In the former, the plate has uniform thickness and its material has different elastic properties in the radial and circunferential directions; in the latter, the isotropic plate is stiffenned with uniformily spaced radial and circunferential ribs. For each case, the equilibrium differential equations are derived in terms of the middle surface displacements, and their general solutions are found by series. Closed form solutions for several combinations of usual load and boundary conditions are given in detail. Some approximations to the theory of stiffened plates are presented, and their results are compared to the solutions of the theoretical developement.
author: Souza, Hierônimo Santos
language: por
keywords: Elementos estruturais, Estática das estruturas
date published: 1978-12
date modified: 2026-07-24T01:15:56Z
provider: Brazil UERJ
publisher: Networked Digital Library of Theses and Dissertations
type: WebPage
source organization: Universidade Federal do Rio de Janeiro

PropertyValue
property ID: Handle
value: http://hdl.handle.net/11422/2919