Fatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridges

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dc.contributor.authorKarmazínová, Marcelacs
dc.contributor.authorMelcher, Jindřichcs
dc.coverage.issue1cs
dc.coverage.volume114cs
dc.date.accessioned2021-08-20T10:52:08Z
dc.date.available2021-08-20T10:52:08Z
dc.date.issued2015-09-01cs
dc.description.abstractOn the workplace of paper authors, the experimental studies of the fatigue behaviour and fatigue resistance of several new types of steel mechanical connections have been performed recently. The problems of mechanical connections mentioned above have been solved in the past within the projects of the development of new types of advanced temporary steel bridges and footbridges, with the support of the programme of applied research, development and innovations of the Technology Agency of the Czech Republic. These newly developed connections represent the assembly joints based on the bolts and pins together with plates. Within this investigation, fatigue tests of connections have been performed. The experimental studies have been oriented to the verification of the behaviour of those connections and especially, the fatigue strength, and subsequently the fatigue resistance and durability of the structural detail according to the configuration and structural design.en
dc.description.abstractOn the workplace of paper authors, the experimental studies of the fatigue behaviour and fatigue resistance of several new types of steel mechanical connections have been performed recently. The problems of mechanical connections mentioned above have been solved in the past within the projects of the development of new types of advanced temporary steel bridges and footbridges, with the support of the programme of applied research, development and innovations of the Technology Agency of the Czech Republic. These newly developed connections represent the assembly joints based on the bolts and pins together with plates. Within this investigation, fatigue tests of connections have been performed. The experimental studies have been oriented to the verification of the behaviour of those connections and especially, the fatigue strength, and subsequently the fatigue resistance and durability of the structural detail according to the configuration and structural design.cs
dc.formattextcs
dc.format.extent667-675cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationProcedia Engineering. 2015, vol. 114, issue 1, p. 667-675.en
dc.identifier.doi10.1016/j.proeng.2015.08.008cs
dc.identifier.issn1877-7058cs
dc.identifier.other128091cs
dc.identifier.urihttp://hdl.handle.net/11012/201069
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofProcedia Engineeringcs
dc.relation.urihttps://www.sciencedirect.com/science/article/pii/S1877705815016471cs
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1877-7058/cs
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/cs
dc.subjectFatigueen
dc.subjectresistanceen
dc.subjectdurabilityen
dc.subjectsteelen
dc.subjecttemporary footbridgeen
dc.subjectrailway bridgeen
dc.subjectmechanical connectionen
dc.subjectcyclic loadingen
dc.subjectfailure modeen
dc.subjectdetail categoryen
dc.subjectexperimental verificationen
dc.subjectloading testen
dc.subjectevaluation.en
dc.subjectFatigue
dc.subjectresistance
dc.subjectdurability
dc.subjectsteel
dc.subjecttemporary footbridge
dc.subjectrailway bridge
dc.subjectmechanical connection
dc.subjectcyclic loading
dc.subjectfailure mode
dc.subjectdetail category
dc.subjectexperimental verification
dc.subjectloading test
dc.subjectevaluation.
dc.titleFatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridgesen
dc.title.alternativeFatigue Resistance and Durability of New Mechanical Connections of Currently Developed Temporary Steel Footbridges and Railway Bridgescs
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-128091en
sync.item.dbtypeVAVen
sync.item.insts2021.08.20 12:52:08en
sync.item.modts2021.08.20 12:14:13en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. AdMaS Divize KCEcs
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