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dc.creatorSokolović, Neda M.
dc.creatorPetrović, Milica
dc.creatorKontić, Ana
dc.creatorKoprivica, Suzana
dc.creatorŠekularac, Nenad
dc.date.accessioned2021-12-21T13:06:01Z
dc.date.available2021-12-21T13:06:01Z
dc.date.issued2021
dc.identifier.issn2071-1050
dc.identifier.urihttps://raf.arh.bg.ac.rs/handle/123456789/1209
dc.description.abstractThe importance of masonry arch bridges as a traffic network element calls for a thorough analysis focused on both structural stability and loading capacity of these historical structures, considering the usage of these bridges in contemporary traffic conditions. This paper focuses on the analysis of longitudinal cracks in a single span masonry arch bridge to evaluate its influence on structural behaviour of the system. As longitudinal cracks do not necessarily present an inevitable collapse mechanism, analysis of the causes is crucial for evaluating the serviceability and functionality of the bridge investigated. The methodology is based on the following: literature review, observation of the stone bridge in Ivanjica, geological testing of the site, geophysical testing of the bridge, laboratory testing of mechanical characteristics of stone used for the bridge construction and biological analysis of the samples of implemented materials on the bridge. Finite element analysis of the bridge was conducted to define the causes of the longitudinal cracks. The 3D simulation model was based on the data collected through observation and experimental analysis. This paper provides extensive research on a single span masonry bridge, examining how different deterioration mechanisms, in conjunction, can lead to the appearance of cracks in masonry arch bridges and provide remedial measures accordingly.sr
dc.language.isoensr
dc.publisherMDPIsr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceSustainabilitysr
dc.subjectStone bridgesr
dc.subjectArch barrel deformationssr
dc.subjectLongitudinal crackssr
dc.subjectExperimental testingsr
dc.subjectFEMsr
dc.subjectStructural capacitysr
dc.subjectTraffic loadsr
dc.subjectArch barrel defectssr
dc.titleInspection and Assessment of Masonry Arch Bridges: Ivanjica Case Studysr
dc.typearticlesr
dc.rights.licenseBYsr
dc.citation.volume13
dc.citation.issue23
dc.citation.spage13363
dc.identifier.doi10.3390/su132313363
dc.identifier.fulltexthttp://raf.arh.bg.ac.rs/bitstream/id/4176/SokolovicPetrovicKonticSekularac.pdf
dc.type.versionpublishedVersionsr


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