Interface study of fiber reinforced concrete

In a composite material that uses fibers as reinforcement, the breakage of the matrix is produced jointly with the separation of the fiber from the matrix. The mechanical behavior of the interface describes how fibers can work stabilizing the cracking process. The interface is the medium that puts t...

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Main Authors: A. Pacios, M. Fernández Cánovas
Format: Article
Language:English
Published: Consejo Superior de Investigaciones Científicas 1997-12-01
Series:Materiales de Construccion
Online Access:http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/493
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spelling doaj-e39f5d4ee84d48dcbd0a436ee7b0c2522021-05-05T07:36:35ZengConsejo Superior de Investigaciones CientíficasMateriales de Construccion0465-27461988-32261997-12-0147247-248274210.3989/mc.1997.v47.i247-248.493475Interface study of fiber reinforced concreteA. Pacios0M. Fernández Cánovas1lETCC-CSICETSCCP-UPMIn a composite material that uses fibers as reinforcement, the breakage of the matrix is produced jointly with the separation of the fiber from the matrix. The mechanical behavior of the interface describes how fibers can work stabilizing the cracking process. The interface is the medium that puts the fiber on load, being the mechanical behavior of the interface and the strength of the fiber two important parameters to consider to characterize the general behavior of the composite. The present work studies the effect of several parameters on the behavior of the interface. Those parameters are the type of fiber, its geometry and dimension and the modified matrix and loading rate. An experimental technique was designed to allow testing the same set-up for pull-out tests in a quasistatic machine and Charpy pendulum. Modifications of the matrix by adding a mineral admixture improve the behavior of the interface as much as a 100%. It has been observed that combining the two actions, an improved matrix with crimped fibers, the type of failure can be modified. In this new type of failure, the fiber breaks consequently toughness decreases. Other parameters, as the loading rate and inclination of the fiber also affect the behavior of the interface.http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/493
collection DOAJ
language English
format Article
sources DOAJ
author A. Pacios
M. Fernández Cánovas
spellingShingle A. Pacios
M. Fernández Cánovas
Interface study of fiber reinforced concrete
Materiales de Construccion
author_facet A. Pacios
M. Fernández Cánovas
author_sort A. Pacios
title Interface study of fiber reinforced concrete
title_short Interface study of fiber reinforced concrete
title_full Interface study of fiber reinforced concrete
title_fullStr Interface study of fiber reinforced concrete
title_full_unstemmed Interface study of fiber reinforced concrete
title_sort interface study of fiber reinforced concrete
publisher Consejo Superior de Investigaciones Científicas
series Materiales de Construccion
issn 0465-2746
1988-3226
publishDate 1997-12-01
description In a composite material that uses fibers as reinforcement, the breakage of the matrix is produced jointly with the separation of the fiber from the matrix. The mechanical behavior of the interface describes how fibers can work stabilizing the cracking process. The interface is the medium that puts the fiber on load, being the mechanical behavior of the interface and the strength of the fiber two important parameters to consider to characterize the general behavior of the composite. The present work studies the effect of several parameters on the behavior of the interface. Those parameters are the type of fiber, its geometry and dimension and the modified matrix and loading rate. An experimental technique was designed to allow testing the same set-up for pull-out tests in a quasistatic machine and Charpy pendulum. Modifications of the matrix by adding a mineral admixture improve the behavior of the interface as much as a 100%. It has been observed that combining the two actions, an improved matrix with crimped fibers, the type of failure can be modified. In this new type of failure, the fiber breaks consequently toughness decreases. Other parameters, as the loading rate and inclination of the fiber also affect the behavior of the interface.
url http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/493
work_keys_str_mv AT apacios interfacestudyoffiberreinforcedconcrete
AT mfernandezcanovas interfacestudyoffiberreinforcedconcrete
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