ELASTO-PLASTIC ANALYSIS OF CONFINED COLUMNS USING FINITE ELEMENTS

المؤلفون

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

الكلمات المفتاحية:

Finite elements، confinement، reinforced concrete column، transverse reinforcement

الملخص

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.

السير الشخصية للمؤلفين

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

المراجع

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- Chen W.F., "Plasticity in reinforced concrete", McGraw Hill Book Company, (1982), 465p.

- Hinton E. and Owen D.R.J., "Finite elements in plasticity, theory and practice", Pineridge Press Limited, Sweansea, U.K. (1980).

التنزيلات

منشور

2004-12-01

كيفية الاقتباس

ZERGUA, A., & NAIMI, M. (2004). ELASTO-PLASTIC ANALYSIS OF CONFINED COLUMNS USING FINITE ELEMENTS. مجلة علوم و تكنولوجيا ب، علوم الهندسة, (22), 110–113. استرجع في من https://revue.umc.edu.dz/b/article/view/1294

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