O método dos elementos finitos aplicado a problemas de cascas e estruturas laminares utilizando-se elementos triangulares planos
type: CreativeWork
description: Analysis of general shells and folded plates by the Finite Element Method, with the use of a plane triangular finite element with fifteen and also with eighteen degrees of freedom. A brief exposition of the Method in which its variational characteristic is pointed, is made at the begining. The development of the foregoing element is pursued with five options for the assemblage of the stiffness matrix of the structural system. An automatic program based upon this finite element is written in FORTRAN IV for an IBM/360 Model 40H computer. With this program it is possible the solution of structural systems with a maximum of 300 points and 500 elements.
abstract: Analysis of general shells and folded plates by the Finite Element Method, with the use of a plane triangular finite element with fifteen and also with eighteen degrees of freedom. A brief exposition of the Method in which its variational characteristic is pointed, is made at the begining. The development of the foregoing element is pursued with five options for the assemblage of the stiffness matrix of the structural system. An automatic program based upon this finite element is written in FORTRAN IV for an IBM/360 Model 40H computer. With this program it is possible the solution of structural systems with a maximum of 300 points and 500 elements.
author: Lima, Silvio Romero Frej da Fonseca
language: por
keywords: Cascas, Estruturas de concreto
date published: 1972-11
date modified: 2026-07-24T01:15:49Z
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/11422/2347