Deformational behaviour of concrete specimens in uniaxial compression under different boundary conditions

Zisopoulos, PM; Kotsovos, MD; Pavlovic, MN

dc.contributor.author	Zisopoulos, PM	en
dc.contributor.author	Kotsovos, MD	en
dc.contributor.author	Pavlovic, MN	en
dc.date.accessioned	2014-03-01T01:15:32Z
dc.date.available	2014-03-01T01:15:32Z
dc.date.issued	2000	en
dc.identifier.issn	0008-8846	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/13569
dc.subject	compressive strength	en
dc.subject	concrete	en
dc.subject	degradation	en
dc.subject	mechanical properties	en
dc.subject	strain softening	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Materials Science, Multidisciplinary	en
dc.title	Deformational behaviour of concrete specimens in uniaxial compression under different boundary conditions	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/S0008-8846(99)00227-6	en
heal.identifier.secondary	http://dx.doi.org/10.1016/S0008-8846(99)00227-6	en
heal.language	English	en
heal.publicationDate	2000	en
heal.abstract	This paper reports experimental data produced by a series of uniaxial compression tests on cylindrical specimens of concrete. The specimens were tested under four different boundary conditions, with their deformational behaviour carefully recorded to study the ensuing strain-softening behaviour. (C) 2000 Elsevier Science Ltd. All rights reserved.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	CEMENT AND CONCRETE RESEARCH	en
dc.identifier.doi	10.1016/S0008-8846(99)00227-6	en
dc.identifier.isi	ISI:000085724100020	en
dc.identifier.volume	30	en
dc.identifier.issue	1	en
dc.identifier.spage	153	en
dc.identifier.epage	159	en