ELASTO-PLASTIC ANALYSIS OF CONFINED COLUMNS USING FINITE ELEMENTS

Authors

  • A ZERGUA Université Mentouri Constantine
  • M NAIMI Université Mentouri Constantine

Keywords:

Finite elements, confinement, reinforced concrete column, transverse reinforcement

Abstract

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.

Author Biographies

A ZERGUA, Université Mentouri Constantine

Département de Génie Civil
Faculté des Sciences de l’Ingénieur

M NAIMI, Université Mentouri Constantine

Département de Génie Civil
Faculté des Sciences de l’Ingénieur

References

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Published

2004-12-01

How to Cite

ZERGUA, A., & NAIMI, M. (2004). ELASTO-PLASTIC ANALYSIS OF CONFINED COLUMNS USING FINITE ELEMENTS. Sciences & Technology B, Engineering Sciences, (22), 110–113. Retrieved from https://revue.umc.edu.dz/b/article/view/1294

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