Rodyti trumpą aprašą

dc.contributor.authorŠalna, Remigijus
dc.contributor.authorMarčiukaitis, Jonas Gediminas
dc.date.accessioned2023-09-18T18:28:40Z
dc.date.available2023-09-18T18:28:40Z
dc.date.issued2010
dc.identifier.other(BIS)VGT02-000021902
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/127931
dc.description.abstractThe paper presents analysis and comparison of theoretical models, evaluating the shape of steel fiber for anchoring properties in concrete. The analysis shows that all models evaluate this effect differently. Either way all discussed modes leads to different calculation results of strength of steel fiber reinforced concrete. According to this analysis, the test results of steel fiber pull-out tests is made and discussed in paper. The theoretical-empirical coefficient of evaluation of fiber shape, based on analysis of mentioned models and the test results, is suggested. This coefficient is verified with tests results of steel fiber reinforced concrete elements, subjected to bending and compression.eng
dc.format.extentp. 763-767
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleInfluence of fiber shape on the strength of steel fiber reinforced concrete
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references22
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 007 - Informatikos inžinerija / Informatics engineering
dc.subject.enSteel fiber
dc.subject.enSFRC
dc.subject.enSteel fiber reinforced concrete
dc.subject.enStrength
dcterms.sourcetitle10th International Conference Modern Building Materials, Structures and Techniques: selected papers : [CD], Vol. 2. May 19-21, 2010
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.elaba3924333


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Rodyti trumpą aprašą