• JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  • JoomlaWorks Simple Image Rotator
  Bookmark and Share
Master's Dissertation
Full name
Miguel Angel Buelta Martinez
Knowledge Area
Date of Defense
São Paulo, 1977
Freitas, Elcio de Sa (President)
Fusco, Pericles Brasiliense
Gandolfo, Alfredo Coaracy Brasil
Title in Portuguese
Um modelo de placas e vigas excêntricas para a análise de chapeamentos reforçados.
Keywords in Portuguese
Chapeamentos reforçados
Método dos elementos finitos
Abstract in Portuguese
Este trabalho procura desenvolver um novo modelo para análise estrutural de chapeamentos reforçados, que propõe ligar dois elementos estruturais de diferentes formulações, a saber: - Elementos de viga, analisados utilizando-se o método da rigidez, baseado na teoria linear de vigas, sendo, portanto, dentro das hipóteses inerentes à teoria , um método exato. Para tanto, desenvolve-se um novo elemento chamado viga excêntrica; - elementos de placa, analisados utilizando-se o método dos elementos finitos, podendo trabalhar com cargas em flexão e cargas no próprio plano acarretando um comportamento de membrana. O novo elemento de viga excêntrica é introduzido no programa SAP-VI (1) (podendo no entanto utilizar-se de outros programas), sendo realizados testes de interação com os elementos finitos de placa existentes no programa (2). O novo modelo revelou-se economicamente viável quando da sua utilização em chapeamentos reforçados, evitando-se a divisão em elementos finitos dos enrijecedores, que têm seu próprio comportamento dentro da teoria simples de vigas.
Title in English
Model of plates and accentric beams for the analysis of reinforced plating.
Keywords in English
Eccentric beams
Finite element method
Reinforced plating
Abstract in English
This work develops a new model for structural analysis of stiffened plating, involving two elements of different formulation, that is: - beam elements, analysed by the matrix method, based in the linear theory of beams, being then, with the hypothesis inherent to that theory, an exact method. For this purpose, it is developed a new element called "eccentric beam"; - plate elements, analysed by the finit element technique, working in bending and with loads in it's own plane, occasioning a membrane effect. The "eccentric beam" element is introduced in the SAP-IV (1) program (we might, however, use other programs). Tests were then carried out to assess the proper interaction of plate elements (2) and "eccentric beam". It was demonstrated that the new model is advantangeous when used in stiffened plating, avoinding the division in finite elements of the stiffeners.
WARNING - Viewing this document is conditioned on your acceptance of the following terms of use:
This document is only for private use for research and teaching activities. Reproduction for commercial use is forbidden. This rights cover the whole data about this document as well as its contents. Any uses or copies of this document in whole or in part must include the author's name.
Publishing Date
WARNING: Learn what derived works are clicking here.
All rights of the thesis/dissertation are from the authors
Digital Library of Theses and Dissertations of USP. Copyright © 2001-2023. All rights reserved.