| dc.contributor.author | Kaklauskas, Gintaris | |
| dc.contributor.author | Gribniak, Viktor | |
| dc.contributor.author | Bačinskas, Darius | |
| dc.date.accessioned | 2023-09-18T17:07:53Z | |
| dc.date.available | 2023-09-18T17:07:53Z | |
| dc.date.issued | 2008 | |
| dc.identifier.other | (BIS)VGT02-000016787 | |
| dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/120005 | |
| dc.description.abstract | Present research was dedicated to investigation of srinkage influence on tension stiffening and deformation of flexural reinforced concrete members. A numerical procedure has been proposed for derving free of shrinkage tension stiffening relationships. Shrinkage influence on stress-strain state of RC members has been investigated using test data reported in the literature. It was shown that shrinkage has significantly reduced cracking resistance and stiffness. | eng |
| dc.format.extent | p. 329-330 | |
| dc.format.medium | tekstas / txt | |
| dc.language.iso | eng | |
| dc.title | Free of shrinkage tension stiffening relationships derived from RC beam tests | |
| dc.type | Konferencijos pranešimo santrauka / Conference presentation abstract | |
| dcterms.references | 2 | |
| dc.type.pubtype | T2 - Konferencijos pranešimo tezės / Conference presentation abstract | |
| dc.contributor.institution | Vilniaus Gedimino technikos universitetas | |
| dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
| dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
| dc.subject.en | Experimental beams | |
| dc.subject.en | Reinforced concrete | |
| dc.subject.en | Shrinkage | |
| dc.subject.en | Tension stiffening | |
| dcterms.sourcetitle | AMCM'2008. 6th internetional conference : Analytical models and new concepts in concrete and masonry structures, June 9-11, 2008, Łódź, Poland : proceedings | |
| dc.publisher.name | Technical University of Łódź | |
| dc.publisher.city | Łódź | |
| dc.identifier.elaba | 3824945 | |
