EXPERIMENTAL STUDY OF CONSISTED SECTIONS STEEL-CONCRETE

Authors

  • H BADACHE Université Frères Mentouri Constantine
  • M N GUETTECHE Université Frères Mentouri Constantine

Keywords:

Composite sections, behaviour, ductility, elastic-plastic, flow model, Sections composées, comportement, ductilité, plasticité, elasto-plastique, écoulement

Abstract

This work presents an experimental study of elastic-plastic behaviour of steel-concrete composite sections. The specimens are made of steel I-beam section completely embedded in parallelepiped concrete block.

After testing, some specimens have shown apparent ductile behaviour before failure. This is mainly due to the plasticization of the tensile zone steel sections. Others did not have such ductility because of excessive cracking of the concrete in the compressive zone.

It is necessary to clearly identify the existence of a plasticity zone after flowing and before rupture, to better understand the behaviour of this type of structures.

Author Biographies

H BADACHE, Université Frères Mentouri Constantine

Département de Génie Civil, Faculté des Sciences de la Technologie

M N GUETTECHE, Université Frères Mentouri Constantine

Département de Génie Civil, Faculté des Sciences de la Technologie

References

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Published

2015-06-01

How to Cite

BADACHE, H., & GUETTECHE, M. N. (2015). EXPERIMENTAL STUDY OF CONSISTED SECTIONS STEEL-CONCRETE. Sciences & Technology B, Engineering Sciences, (41), 15–21. Retrieved from https://revue.umc.edu.dz/b/article/view/1886

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Articles