Cálculo de placas com ângulos reentrantes

This paper aims to determine an adequate orientation in the design of plates with re-entrant angles, with various boundary conditions, which were made of reinforced concrete. A study made of the relation of the sides in the general behaviour of the efforts, and examples of plates with variable bevel, and serrated boundary were also studied. In the analysis, the finite element method was employed, using the "LORANE" programs, with a non-conforming rectangular finite element, presenting four nodes and twelve nodal displacements, and "STAP", with an isoparametric rectangular element.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1983

Author dc:creator

• Cohen, Obadia

Advisor dc:contributor.advisor

• Santos, Sydney Martins Gomes dos

• Engenharia Civil

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/3380

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/3380