Performance of the Robinson Slab During Construction. [COMPORTEMENT DES DALLES ROBINSON EN COURS DE CONSTRUCTION.]

Malakatas Nicolas, E; Halphen, Bernard

dc.contributor.author	Malakatas Nicolas, E	en
dc.contributor.author	Halphen, Bernard	en
dc.date.accessioned	2014-03-01T01:38:38Z
dc.date.available	2014-03-01T01:38:38Z
dc.date.issued	1984	en
dc.identifier.issn	04585860	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22305
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0021484694&partnerID=40&md5=c23be265e0a62a0c5c8b58369d24a4b1	en
dc.subject.other	BEAMS AND GIRDERS - Bending	en
dc.subject.other	BRIDGES - Joints	en
dc.subject.other	BRIDGES, CONCRETE - Construction	en
dc.subject.other	CONCRETE CONSTRUCTION - Reinforced Concrete	en
dc.subject.other	CONCRETE TESTING - Notched Bar	en
dc.subject.other	BENDING MOMENT	en
dc.subject.other	CRITICAL LOAD	en
dc.subject.other	MODEL TESTING	en
dc.subject.other	ROBINSON SLABS	en
dc.subject.other	STIFFNESS	en
dc.subject.other	CONCRETE PRODUCTS	en
dc.title	Performance of the Robinson Slab During Construction. [COMPORTEMENT DES DALLES ROBINSON EN COURS DE CONSTRUCTION.]	en
heal.type	journalArticle	en
heal.publicationDate	1984	en
heal.abstract	The article presents results of the reinforced concrete slab's model testing. Models were tested under simulated conditions of concrete bridge construction. The experiments and numerical calculations are in good agreement in that the stiffness of the connectors has an important effect on the stiffness of the whole connecting system of a slab when all rows of connectors have only one direction. Bending moment and the finite element method are used for numerical analysis and notched bar testing was used for model testing.	en
heal.journalName	Bulletin de liaison des laboratoires des ponts et chaussees	en
dc.identifier.issue	133	en
dc.identifier.spage	5	en
dc.identifier.epage	16	en