Efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concreto

The purpose of this study is to determine correlations among content of concrete water, compressive resistance and Ultrasonic Pulse Velocity (UPV). Cylindrical concrete specimens, 200 mm long and 100 mm in diameter made from a mixture of Portland cement type I, and a water/cement ratio (w/c) 0.5, ha...

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Main Authors: Luz Amparo Quintero Ortiz, Ricardo Alfredo Cruz Hernández, Deyci Yamile Peña Santos
Format: Article
Language:Spanish
Published: Universidad Distrital Francisco Jose de Caldas 2015-10-01
Series:Tecnura
Subjects:
Online Access:http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/8064/9684
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spelling doaj-a1bc2676a4fc40908760439182feec3d2020-11-24T22:33:27ZspaUniversidad Distrital Francisco Jose de CaldasTecnura0123-921X2248-76382015-10-01184210311310.14483/udistrital.jour.tecnura.2014.4.a08Efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concretoLuz Amparo Quintero Ortiz0Ricardo Alfredo Cruz Hernández1Deyci Yamile Peña Santos2Universidad Industrial de SantanderUniversidad Industrial de SantanderCompañía de Gerenciamiento de Integridad S.A.AThe purpose of this study is to determine correlations among content of concrete water, compressive resistance and Ultrasonic Pulse Velocity (UPV). Cylindrical concrete specimens, 200 mm long and 100 mm in diameter made from a mixture of Portland cement type I, and a water/cement ratio (w/c) 0.5, have been studied. The curing of the specimens was performed under standardized conditions and indoor environmental conditions. It determines the water content in each specimen by difference in weight and subjecting them to UPV tests and to compressive resistance test during the first 28 days after the setting. The results show a model of logarithmic type that describes the relationship between the compressive strength with the water content of concrete and the UPV during the curing stages proposed.http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/8064/9684concretecompressive strengthcuringultrasonic pulse velocity
collection DOAJ
language Spanish
format Article
sources DOAJ
author Luz Amparo Quintero Ortiz
Ricardo Alfredo Cruz Hernández
Deyci Yamile Peña Santos
spellingShingle Luz Amparo Quintero Ortiz
Ricardo Alfredo Cruz Hernández
Deyci Yamile Peña Santos
Efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concreto
Tecnura
concrete
compressive strength
curing
ultrasonic pulse velocity
author_facet Luz Amparo Quintero Ortiz
Ricardo Alfredo Cruz Hernández
Deyci Yamile Peña Santos
author_sort Luz Amparo Quintero Ortiz
title Efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concreto
title_short Efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concreto
title_full Efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concreto
title_fullStr Efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concreto
title_full_unstemmed Efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concreto
title_sort efecto del contenido de agua sobre la resistencia y la velocidad de pulso ultrasónico del concreto
publisher Universidad Distrital Francisco Jose de Caldas
series Tecnura
issn 0123-921X
2248-7638
publishDate 2015-10-01
description The purpose of this study is to determine correlations among content of concrete water, compressive resistance and Ultrasonic Pulse Velocity (UPV). Cylindrical concrete specimens, 200 mm long and 100 mm in diameter made from a mixture of Portland cement type I, and a water/cement ratio (w/c) 0.5, have been studied. The curing of the specimens was performed under standardized conditions and indoor environmental conditions. It determines the water content in each specimen by difference in weight and subjecting them to UPV tests and to compressive resistance test during the first 28 days after the setting. The results show a model of logarithmic type that describes the relationship between the compressive strength with the water content of concrete and the UPV during the curing stages proposed.
topic concrete
compressive strength
curing
ultrasonic pulse velocity
url http://revistas.udistrital.edu.co/ojs/index.php/Tecnura/article/view/8064/9684
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