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Theoretical and numerical analysis of reinforced concrete beams with confinement reinforcement

This paper discusses the use of confinement in over-reinforced concrete beams. This reinforcement consists of square stirrups, placed in the compression zone of the beam cross-section, in order to improve its ductility. A parametric numerical study is initially performed, using a finite element comp...

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Hlavní autoři: R. G. Delalibera, J. S. Giongo
Médium: Artigo
Jazyk:Inglês
Vydáno: Instituto Brasileiro do Concreto (IBRACON)
Edice:Revista IBRACON de Estruturas e Materiais
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On-line přístup:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952008000100002&lng=en&tlng=en
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