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EXPERIMENTAL COMPARED STUDY OF BENDING BEHAVIOUR OF A LIGHTWEIGHT CONCRETE AGAINST A REGULAR CONCRETE ACCORDING TO THE STEEL QUANTITY

MARCH 2017   -  Volume: 92 -  Pages: 235-240

DOI:

https://doi.org/10.6036/8199

Authors:

FERNANDO ISRAEL OLMEDO ZAZO - FIDEL CARRASCO ANDRES - PILAR DE LA ROSA GARCÍA - JULIAN GARCIA MUÑOZ

Disciplines:

  • Construction technology (TECNOLOGÍA DEL HORMIGÓN )

Downloads:   165

How to cite this paper:  
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Received Date :   4 November 2016

Reviewing Date :   7 November 2016

Accepted Date :   11 January 2017


Key words:
hormigón, hormigón ligero, rigidez, ductilidad normativa, caracterización de materiales, concrete, lightweight concrete, stiffness, ductility regulations, materials characterization
Article type:
ARTICULO DE INVESTIGACION / RESEARCH ARTICLE
Section:
RESEARCH ARTICLES

In this work we have tried to break bending beams made of lightweight concrete and conventional concrete with two different amounts of assembly. The results allow claims that the beams of the same amount have a very similar regardless of the type of concrete used behavior. We have also compared the results experimentally achieved with the analytical results obtained using the Model Code (CM-2010) and the Spanish Structural Concrete (EHE-08)

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