Behavior and Design of Corner Joints under Opening Bending Moment

dc.creator	Moretti, M. L.	en
dc.creator	Tassios, T. P.	en
dc.creator	Vintzileou, E.	en
dc.date.accessioned	2015-11-23T10:39:53Z
dc.date.available	2015-11-23T10:39:53Z
dc.date.issued	2014
dc.identifier.issn	0889-3241
dc.identifier.uri	http://hdl.handle.net/11615/31128
dc.description.abstract	The results of an experimental program concerning the influence of reinforcement detailing on the behavior of corners subjected to opening moment are presented. The motive for this work was the damage observed in an actual lignite bunker. Three full-scale specimens were tested with different types of reinforcement in the joint. The first specimen had characteristics identical to the existing structure. The other two specimens were conceived and tested consecutively, each of them being detailed in accordance with the observations made during testing of the previous specimen. The mode of failure and the strains of the reinforcement measured in each case are discussed. Practical conclusions for design are drawn.	en
dc.source.uri	<Go to ISI>://WOS:000330147400001
dc.subject	anchorage	en
dc.subject	corner efficiency	en
dc.subject	corner joints	en
dc.subject	cracking load	en
dc.subject	opening	en
dc.subject	moment	en
dc.subject	reinforcing bar detailing	en
dc.subject	strains	en
dc.subject	CONCRETE FRAME CORNERS	en
dc.subject	Construction & Building Technology	en
dc.subject	Engineering, Civil	en
dc.subject	Materials	en
dc.subject	Science, Multidisciplinary	en
dc.title	Behavior and Design of Corner Joints under Opening Bending Moment	en
dc.type	journalArticle	en

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