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dc.contributor.authorLehner, Petr
dc.contributor.authorKrejsa, Martin
dc.contributor.authorPařenica, Přemysl
dc.contributor.authorKřivý, Vít
dc.contributor.authorBrožovský, Jiří
dc.date.accessioned2019-10-04T06:51:00Z
dc.date.available2019-10-04T06:51:00Z
dc.date.issued2019
dc.identifier.citationInternational Journal of Fatigue. 2019, vol. 128, art. no. 105190.cs
dc.identifier.issn0142-1123
dc.identifier.issn1879-3452
dc.identifier.urihttp://hdl.handle.net/10084/138804
dc.description.abstractA method is proposed to evaluate the residual life of existing steel structures in terms of fatigue damage. The proposed method is demonstrated on the assessment of selected elements in a nearly 100-year old exterior riveted crane support truss. The Monte Carlo method is used to generate a time-dependent load based on the operation of the overhead crane, and detailed numerical modelling based on rainflow counting and the Palmgren-Miner rule to assess their fatigue resistance and estimate their residual life is evaluated and discussed. This study provides a novel approach to the reliability assessment of riveted joints stressed by cyclic loading and stochastic modelling of the load history of existing structures.cs
dc.language.isoencs
dc.publisherElseviercs
dc.relation.ispartofseriesInternational Journal of Fatiguecs
dc.relation.urihttp://doi.org/10.1016/j.ijfatigue.2019.105190cs
dc.rights© 2019 Elsevier Ltd. All rights reserved.cs
dc.subjectfatigue modellingcs
dc.subjectriveted jointscs
dc.subjectoverhead cranecs
dc.subjectrainflowcs
dc.subjectMonte Carlo methodcs
dc.titleFatigue damage analysis of a riveted steel overhead crane support trusscs
dc.typearticlecs
dc.identifier.doi10.1016/j.ijfatigue.2019.105190
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume128cs
dc.description.firstpageart. no. 105190cs
dc.identifier.wos000484647400032


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