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dc.contributor.author	CHAVEZ GARCIA, HUGO LUIS
dc.contributor.author	Alonso Guzmán, Elia Mercedes
dc.contributor.author	Martínez Molina, Wilfrido
dc.contributor.author	GRAFF GUERRERO, MARIO
dc.contributor.author	ARTEAGA ARCOS, JUAN CARLOS
dc.creator	CHAVEZ GARCIA, HUGO LUIS; 43101
dc.creator	Alonso Guzmán, Elia Mercedes; 26331
dc.creator	Martínez Molina, Wilfrido; 235531
dc.creator	GRAFF GUERRERO, MARIO; 161338
dc.creator	ARTEAGA ARCOS, JUAN CARLOS; 173512
dc.date.accessioned	2016-03-16T17:19:25Z
dc.date.available	2016-03-16T17:19:25Z
dc.date.issued	2014
dc.identifier	http://www.redalyc.org/articulo.oa?id=127631777004
dc.identifier.uri	http://hdl.handle.net/20.500.11799/40027
dc.description	The static modulus of elasticity (Es) is an important parameter in the analysis of hydraulic concrete structures, changes have been made to the regulation of construction; these changes require minimum values for the Es, so now, in addition to concrete compressive strength (f´c) also Es values should be ensured. A methodology to predict Es is proposed, specifically, the Es were modeled by testing: ultrasonic pulse velocity (UPV), electrical resistivity test (ERT), resonance frequency test (RFT), the Hammer Test Rebound (HTR) and f´c. In order to generate models multiple linear regression technique was used. Cylindrical specimens were prepared in two stages, in the first stage was simulated laboratory conditions in the second stage was simulated conditions of concrete made in situ. All cylinders were subjected to non-destructive and destructive tests at different ages. The research objective is to predict Es from the results of destructive tests (traditionally employed to obtain Es) and nondestructive testing. It was possible to obtain a model whose correlation coefficient indicates the good approximation in the generated predictions.
dc.format	application/pdf
dc.language.iso	eng	es
dc.publisher	Pontificia Universidad Católica de Chile
dc.relation	http://www.redalyc.org/revista.oa?id=1276
dc.rights	Revista de la Construcción
dc.rights	openAccess	es
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/4.0
dc.source	Revista de la Construcción (Chile) Num.1 Vol.13
dc.subject	Ingeniería	es
dc.subject	Hydraulic Concrete Static Modulus of Elasticity	es
dc.subject	Dynamic Modulus of Elasticity Nondestructive Tests	es
dc.subject	Compressive Strength	es
dc.subject.classification	INGENIERÍA Y TECNOLOGÍA
dc.title	Prediction of the Static Modulus of Elasticity Using Four non Destructive Testing	es
dc.type	Artículo	es
dc.provenance	Científica	es
dc.road	Dorada	es
dc.ambito	Internacional	es
dc.audience	students	es
dc.audience	researchers	es
dc.type.conacyt	article
dc.identificator	7

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