Sciences & technologie. B, Sciences de l’ingénieur
Volume 0, Numéro 22, Pages 110-113
2004-12-31
Authors : Zergua A . Naimi M .
Finite element program using solid cube elements for concrete and bar elements for steel reinforcement was developed in order to analyze the behavior of confined reinforced concrete columns with circular cross section under increasing compression load. The concrete was assumed as elastic- plastic material and follow Von Mises failure criterion with associated flow rule. The steel reinforcement was considered as linear strain hardening material. Experimental results were used to verify the numerical results.
Finite elements, confinement, reinforced concrete column, transverse reinforcement.
Bousalem B
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Chikh N
.
pages 45-52.
Halem N.
.
Zouzou S. E.
.
Srairi K.
.
Guedidi S.
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Abood F. A.
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pages 53-68.
Hamrit Fareh
.
Necib Brahim
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pages 33-39.
Nirbhay Mayank
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Dua Mahima
.
Dixit Anurag
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Sharma Satpal
.
Misra R. K.
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pages 1-11.
Hamrit Fareh
.
Necib Brahim
.
pages 19-25.