REINFORCED-CONCRETE AXIAL ELEMENTS ANALYZED UNDER MONOTONIC AND CYCLIC ACTIONS

YANNOPOULOS, PJ; TASSIOS, TP

dc.contributor.author	YANNOPOULOS, PJ	en
dc.contributor.author	TASSIOS, TP	en
dc.date.accessioned	2014-03-01T01:40:54Z
dc.date.available	2014-03-01T01:40:54Z
dc.date.issued	1991	en
dc.identifier.issn	0889-3241	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23307
dc.subject	AXIAL LOADS	en
dc.subject	BOND (CONCRETE TO REINFORCEMENT)	en
dc.subject	BOND STRESS	en
dc.subject	COMPUTER PROGRAMS	en
dc.subject	CRACKING (FRACTURING)	en
dc.subject	CRACK WIDTH AND SPACING	en
dc.subject	CYCLIC LOADS	en
dc.subject	PULLOUT TESTS	en
dc.subject	REINFORCED CONCRETE	en
dc.subject	REINFORCING STEELS	en
dc.subject	SLIPPAGE	en
dc.subject	STRESS ANALYSIS	en
dc.subject	STRESSES	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.classification	Materials Science, Multidisciplinary	en
dc.subject.other	BOND	en
dc.title	REINFORCED-CONCRETE AXIAL ELEMENTS ANALYZED UNDER MONOTONIC AND CYCLIC ACTIONS	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	An analytical computerized method is used to determine steel, concrete, and bond stresses, as well as bond slip along the steel bar of reinforced concrete axial elements under cyclic loading. Appropriate constitutive curves are used for steel, concrete, and local bond. Analytical tests were conducted on long reinforced concrete tie elements under both monotonic and fully reversed cyclic loading. Transverse main cracks are predicted to form, open, and close during the load cycles. The redistribution of steel, concrete, and bond stresses are calculated during the loading and unloading cycles, as well as the presence of residual stress and slip or crack widths at zero external load. Analytical tests were also carried out on pullout elements. Steel, concrete, and bond stresses are determined along a type of pullout element with external shear stresses along its sides.	en
heal.publisher	AMER CONCRETE INST	en
heal.journalName	ACI STRUCTURAL JOURNAL	en
dc.identifier.isi	ISI:A1991ER52900001	en
dc.identifier.volume	88	en
dc.identifier.issue	1	en
dc.identifier.spage	3	en
dc.identifier.epage	11	en