Cantos em concreto armado submetidos a tração na sua parte interna

Study of reinforced concrete corners when subjected to a positive bending moment, i.e., traction in the internal part. For this purpose twenty models were experimented, using as reinforcement basic detail U bars, commonly used in Brazil, changing the following parameters: - Percentage of longitudinal reinforcement; - Percentage of inclined reinforcement; - Haunch existence. Based on the results obtained, conclusions were formulated about model performance in predicting the limit states of service and ultimate load.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1977

Author dc:creator

• Dias, Anna Christina Cruz

Advisor dc:contributor.advisor

• Nagato, Yosiaki

• Juntas estruturais
• Concreto armado

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/2809

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/2809