Estudio de la resistencia a flexo-compresión de elementos no esbeltos de fábrica de bloques de hormigón, con y sin armadura, a partir del ensayo de muretes

L. Villegas; N. Tuesta; J. Ibáñez

doi:10.3989/ic.1994.v46.i434.1108

An investigation into the flexocompressive strength of non slender concrete masonry walls, with and without reinforcement, by testing small masonry specimens

Authors

L. Villegas Departamento de Diseño y Construcción de Estructuras. ETS de Ingenieros de Caminos de Santander-Universidad de Cantabria
N. Tuesta Departamento de Diseño y Construcción de Estructuras. ETS de Ingenieros de Caminos de Santander-Universidad de Cantabria
J. Ibáñez Departamento de Diseño y Construcción de Estructuras. ETS de Ingenieros de Caminos de Santander-Universidad de Cantabria

DOI:

https://doi.org/10.3989/ic.1994.v46.i434.1108

Abstract

This article presents a theoretical-experimental confrontation of the resistance behavior of masonry cross-sections, through the element of research (small specimens) proposed by Eurocódigo EC-6/6/. In order to carry out this investigation 39 small specimens (with and without reinforcement), as well as their basic materials, have been tested; the influence that the effect of saturation has in the strength of the masonry elements has also been analyzed.

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Published

1994-12-30

How to Cite

Villegas, L., Tuesta, N., & Ibáñez, J. (1994). An investigation into the flexocompressive strength of non slender concrete masonry walls, with and without reinforcement, by testing small masonry specimens. Informes De La Construcción, 46(434), 53–68. https://doi.org/10.3989/ic.1994.v46.i434.1108

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Issue

Vol. 46 No. 434 (1994)

Section

Research Articles

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