The influence of high temperatures on calibration of non-destructive testing of concrete

Logothetis, L; Economou, C

dc.contributor.author	Logothetis, L	en
dc.contributor.author	Economou, C	en
dc.date.accessioned	2014-03-01T01:38:20Z
dc.date.available	2014-03-01T01:38:20Z
dc.date.issued	1981	en
dc.identifier.issn	00255432	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22048
dc.subject.other	MATHEMATICAL MODELS	en
dc.subject.other	NONDESTRUCTIVE EXAMINATION	en
dc.subject.other	THERMAL EFFECTS	en
dc.subject.other	CONCRETE TESTING	en
dc.title	The influence of high temperatures on calibration of non-destructive testing of concrete	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF02478721	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF02478721	en
heal.publicationDate	1981	en
heal.abstract	The intention of this experimental work is to investigate the influence of elevated temperatures of short duration (usually during fires in buildings) on the properties of concrete that affect the measurements by non-destructive methods (rebound hammer and pulse velocity). Relationships between strength of concrete as well as rebound and pulse velocity versus heating temperatures are established. Finally, the above results are evaluated to find the direct relation between non-destructive measurements and strength of concrete exposed to fire. © 1981 Bordas-Dunod.	en
heal.publisher	Kluwer Academic Publishers	en
heal.journalName	Matériaux et Constructions	en
dc.identifier.doi	10.1007/BF02478721	en
dc.identifier.volume	14	en
dc.identifier.issue	1	en
dc.identifier.spage	39	en
dc.identifier.epage	43	en