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Experimental and numerical analysis of crack parameters of reinforced concrete beams

dc.contributor.authorBačinskas, Darius
dc.contributor.authorSokolov, Aleksandr
dc.contributor.authorRumšys, Deividas
dc.contributor.authorSakalauskas, Karolis
dc.contributor.authorKaklauskas, Gintaris
dc.date.accessioned2023-09-18T20:50:55Z
dc.date.available2023-09-18T20:50:55Z
dc.date.issued2023
dc.identifier.issn0094-243X
dc.identifier.other(crossref_id)152774122
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/152971
dc.description.abstractThis study deals with experimental and numerical cracking analysis of full–scale reinforced concrete (RC) beams. Four RC beams of the rectangular section were tested under a four-point bending configuration. Crack development of test beams was recorded throughout the pure bending zone using an electronic microscope and digital cameras. Crack pattern has been obtained using digital image correlation (DIC) technique. Numerical analysis of experimental elements at macro level was performed using the finite element (FE) software package ATENA considering a plane stress state with non-linear constitutive laws for concrete and reinforcement. Comparison of experimental and numerical results has shown that FE modelling can be considered as a reliable tool for planning experimental research programs. Adequately developed finite element numerical models of RC members provide the possibilities to insight the tendencies and mechanism of possible crack propagation as well as changes of crack parameters.eng
dc.formatPDF
dc.format.extentp. 1-4
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.rightsLaisvai prieinamas internete
dc.source.urihttps://pubs.aip.org/aip/acp/article/2849/1/360005/2909138/Experimental-and-numerical-analysis-of-crack?searchresult=1
dc.source.urihttps://talpykla.elaba.lt/elaba-fedora/objects/elaba:176066593/datastreams/MAIN/content
dc.titleExperimental and numerical analysis of crack parameters of reinforced concrete beams
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references7
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.contributor.departmentStatinių ir tiltų konstrukcijų institutas / Institute of Building and Bridge Structures
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.studydirectionE05 - Statybos inžinerija / Civil 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.enreinforced concrete
dc.subject.enbeam
dc.subject.ennumerical analysis
dc.subject.encrack
dcterms.sourcetitleAIP conference proceedings: International conference of numerical analysis and applied mathematics ICNAAM 2021, 20–26 September 2021, Rhodes, Greece
dc.description.issueiss. 1
dc.description.volumevol. 2849
dc.publisher.nameAIP Publishing
dc.publisher.cityNew York
dc.identifier.doi152774122
dc.identifier.doi10.1063/5.0162570
dc.identifier.elaba176066593


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