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dc.creatorFric, Nenad
dc.creatorPavlović, Marko
dc.creatorBuđevac, Dragan
dc.creatorMišković, Zoran
dc.creatorMarković, Zlatko
dc.creatorGluhović, Nina
dc.date.accessioned2021-01-27T12:31:36Z
dc.date.available2021-01-27T12:31:36Z
dc.date.issued2015
dc.identifier.isbn608-4510-24-8
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2244
dc.description.abstractWhen applying high strength bolts in friction connections, in such case a load–bearing capacity depends on a pretension force in the bolts as well as on a friction coefficient found on friction surfaces. It is important to get the reliable value of the pretension force, which is why friction connections often undergo experimental research. In order to use strain gauges, which are inserted into the bolt shank, bolts need to be calibrated before we even use them in experimental research. Research that has been conducted shows a great difference between nominal and experimental strain in bolts, therefore FEA calibration of the bolts had to be carried out. Good results matching were obtained; hence a use of strain gauges was justified even for bolts without a shank.sr
dc.language.isoensr
dc.publisherMASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Skopje, Republic of Macedoniasr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36048/RS//sr
dc.rightsrestrictedAccesssr
dc.sourceProceedings 16th International Symposium Macedonian Association of Structural Engineerssr
dc.subjecthigh strength boltssr
dc.subjectpretension forcesr
dc.subjectcalibrationsr
dc.subjectexperimentsr
dc.subjectFEAsr
dc.subjectlongitudinal strainsr
dc.titleCalibration of the bolt pretension by strain gauges vs. FEAsr
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.rights.holderMASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Skopje, Republic of Macedoniasr
dc.citation.epage493
dc.citation.spage483
dc.type.versionpublishedVersionsr


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