Rodyti trumpą aprašą

dc.contributor.authorKaklauskas, Gintaris
dc.contributor.authorGribniak, Viktor
dc.date.accessioned2023-09-18T19:30:45Z
dc.date.available2023-09-18T19:30:45Z
dc.date.issued2005
dc.identifier.other(BIS)VGT02-000011709
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/140257
dc.description.abstractA numerical procedure has been proposed for investigation of tension stiffening in tensile and flexural reinforced concrete members subjected to shrinkage. Based on earlier proposed method, tension stiffening relationships were derived from moment-curvature diagrams obtained from numerical experiment. It has been shown that shrinkage has significantly reduced the cracking resistance and the tension stiffening in the members with higher reinforcement ratios. A transformation formula has been proposed for deriving the tension stiffening relationship free of shrinkage. The investigation results well agree with the previous partial findings of empirical nature of the research group.eng
dc.format.extentp. 453-460
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleEffects of shrinkage on tension stiffening in RC members
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references10
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dcterms.sourcetitleEl hormigon estructural y el transcurso del tiempo: memorias simposio fib: 28 al 30 de Septiembre de 2005 La Plata, Argentina. Vol. 1
dc.publisher.name[s.n.]
dc.publisher.cityLa Plata
dc.identifier.elaba3725787


Šio įrašo failai

FailaiDydisFormatasPeržiūra

Su šiuo įrašu susijusių failų nėra.

Šis įrašas yra šioje (-se) kolekcijoje (-ose)

Rodyti trumpą aprašą