Estudo da flexão em vigas de concreto leve armado

The subject of this dissertation deals with the bending analysis of light. Our final aim is to compare the experimental results with the CEB-FIP standards for this type of concrete. Twelve specimens were tested. All the beams tested were casted with the same geometry and dimensions, only the geometrical percentage of the reinforcement was a varied for each pair of beams. The experimental results are compared with those obtained by theoretical analysis taking into account the CEB-FIP recommendations.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1974

Author dc:creator

• Levi, Alejandro Carlos Adolfo Arce

Advisor dc:contributor.advisor

• Yamagata, Nobuo

• Vigas
• Engenharia de estruturas
• Concreto armado

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/2673

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/2673