Rodyti trumpą aprašą

dc.contributor.authorPérez Caldentey, Alejandro
dc.contributor.authorGarcía, Roberto
dc.contributor.authorGribniak, Viktor
dc.contributor.authorRimkus, Arvydas
dc.date.accessioned2023-09-18T20:33:57Z
dc.date.available2023-09-18T20:33:57Z
dc.date.issued2020
dc.identifier.issn1464-4177
dc.identifier.other(SCOPUS_ID)85091731274
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/150849
dc.description.abstractThis paper critically evaluates the cracking model of MC 2010 with a view to the drafting of MC 2020. It emphasizes that there are differences in cracking behavior in tension and bending, which are not adequately recognized in the current model. Based on the analysis of experimental evidence, it shows that the current model has a significant skew in prediction performance when tension and flexure tests are considered separately. Based on these observations, modifications are proposed to account for the variation of tensile stresses within the effective area of concrete, for the effect of the casting position of the tensile reinforcement and the effect of curvature on crack width. Modifications to the definition of the effective area and the model calibration are also introduced.eng
dc.formatPDF
dc.format.extentp. 2101-2123
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.rightsNeprieinamas
dc.source.urihttps://doi.org/10.1002/suco.202000279
dc.source.urihttps://talpykla.elaba.lt/elaba-fedora/objects/elaba:71686526/datastreams/MAIN/content
dc.titleTension versus flexure: Reasons to modify the formulation of MC 2010 for cracking
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references31
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionTechnical University of Madrid FHECOR Consulting Engineers
dc.contributor.institutionTechnical University of Madrid
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.contributor.departmentStatinių ir tiltų konstrukcijų institutas / Institute of Building and Bridge Structures
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.researchfieldT 008 - Medžiagų inžinerija / Material engineering
dc.subject.vgtuprioritizedfieldsSD0101 - Pažangios statinių konstrukcijos / Smart building structures
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.ltspecializationsC101 - Civilinės inžinerijos mokslo centras /
dc.subject.enbending
dc.subject.encasting position
dc.subject.encracking
dc.subject.encurvature
dc.subject.eneffective area
dc.subject.enMC 2010
dc.subject.enMC 2020
dc.subject.entension
dc.subject.entop bar effect
dcterms.sourcetitleStructural concrete
dc.description.issueiss. 5
dc.description.volumevol. 21
dc.publisher.nameJohn Wiley & Sons
dc.publisher.cityBerlin
dc.identifier.doi10.1002/suco.202000279
dc.identifier.elaba71686526
dc.identifier.wos000574693400001


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