Laboratory and Numerical Investigation of Pre-Tensioned Reinforced Concrete Railway Sleepers Combined with Plastic Fiber Reinforcement

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dc.contributor.authorNémeth, Attilaen
dc.contributor.authorIbrahim, Sarah Khaleelen
dc.contributor.authorMovahedi Rad, Majiden
dc.contributor.authorSzalai, Szabolcsen
dc.contributor.authorMajor, Zoltánen
dc.contributor.authorKocsis Szürke, Szabolcsen
dc.contributor.authorJóvér, Vivienen
dc.contributor.authorSysyn, Mykolaen
dc.contributor.authorKurhan, Dmytroen
dc.contributor.authorHarrach, Dánielen
dc.contributor.authorBaranyai, Gusztáven
dc.contributor.authorFekete, Imreen
dc.contributor.authorNagy, Richárden
dc.contributor.authorCsótár, Hannaen
dc.contributor.authorMadarász, Klaudiaen
dc.contributor.authorPollák, Andrásen
dc.contributor.authorMolnár, Bálinten
dc.contributor.authorHermán, Benceen
dc.contributor.authorKuczmann, Miklósen
dc.contributor.authorGáspár, Lászlóen
dc.contributor.authorFischer, Szabolcsen
dc.date.accessioned2025-02-18T11:40:33Z
dc.date.available2025-02-18T11:40:33Z
dc.date.issued2024
dc.descriptionA. Németh: ORCID 0000-0002-3477-6902; M. Movahedi Rad: ORCID 0000-0002-8393-724X; Sz. Kocsis Szürke: ORCID 0000-0001-5639-8116; M. Sysyn: ORCID 0000-0001-6893-0018; D. Kurhan: ORCID 0000-0002-9448-5269; D. Harrach: ORCID 0000-0003-4819-8506; G. Baranyai: ORCID 0000-0003-3369-8823; H. Csótár: ORCID 0000-0003-1675-4053; M. Kuczmann: ORCID 0000-0001-5042-7991en
dc.description.abstractENG: This research investigates the application of plastic fiber reinforcement in pre-tensioned reinforced concrete railway sleepers, conducting an in-depth examination in both experimental and computational aspects. Utilizing 3-point bending tests and the GOM ARAMIS system for Digital Image Correlation, this study meticulously evaluates the structural responses and crack development in conventional and plastic fiber-reinforced sleepers under varying bending moments. Complementing these tests, the investigation employs ABAQUS’ advanced finite element modeling to enhance the analysis, ensuring precise calibration and validation of the numerical models. This dual approach comprehensively explains the mechanical behavior differences and stresses within the examined structures. The incorporation of plastic fibers not only demonstrates a significant improvement in mechanical strength and crack resistance but paves the way for advancements in railway sleeper technology. By shedding light on the enhanced durability and performance of reinforced concrete structures, this study makes a significant contribution to civil engineering materials science, highlighting the potential for innovative material applications in the construction industry.en
dc.description.sponsorshipSzéchenyi István University, Györ, Hungary; Technical University Dresden, Dresden, Germany; KTI Institute for Transport Sciences Non-Profit Ltd., Budapest, Hungaryen
dc.identifier.citationNémeth A., Ibrahim S. K., Movahedi Rad M., Szalai Sz., Major Z., Kocsis Szürke Sz., Jóvér V., Sysyn M., Kurhan D. et al. Laboratory and Numerical Investigation of Pre-Tensioned Reinforced Concrete Railway Sleepers Combined with Plastic Fiber Reinforcement. Polymers. 2024. Vol. 16, No. 11. Art. 1498. DOI: https://doi.org/10.3390/polym16111498.en
dc.identifier.doihttps://doi.org/10.3390/polym16111498en
dc.identifier.issnISSN 2073-4360
dc.identifier.urihttps://www.mdpi.com/2073-4360/16/11/1498en
dc.identifier.urihttps://crust.ust.edu.ua/handle/123456789/19629en
dc.language.isoen
dc.publisherMDPI, Basel, Switzerlanden
dc.subjectrailwayen
dc.subjectreinforced concreteen
dc.subjectsleeperen
dc.subjectpre-stressingen
dc.subjectplastic fiber reinforcementen
dc.subjectlaboratory experimentsen
dc.subjectnumerical modelingen
dc.subjectFEMen
dc.subjectABAQUSen
dc.subjectDICen
dc.subjectКТІuk_UA
dc.subject.classificationTECHNOLOGYen
dc.titleLaboratory and Numerical Investigation of Pre-Tensioned Reinforced Concrete Railway Sleepers Combined with Plastic Fiber Reinforcementen
dc.typeArticleen
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