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dc.contributor.authorC. Yang
dc.contributor.authorK. Kaynardag
dc.contributor.authorS. Salamone
dc.date.accessioned2022-08-18T12:14:06Z
dc.date.available2022-08-18T12:14:06Z
dc.date.issued2022/07/04
dc.identifier.other%28ASCE%29EM.1943-7889.0002137.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286251
dc.description.abstractFastening systems play a significant role in railroad track dynamics. In this paper, three approaches are investigated for rail fastenings modeling using FEM: (1) spring–damper pairs covering the areas representing the fastening connections; (2) a solid-load approach that explicitly models the solid baseplates and includes toe loads by applying external loads; and (3) a solid-spring approach that takes into account the coupling of rail with the ties by using prestressed springs. Experimental tests were carried out to evaluate the performance of the FEM models. The mode shapes obtained from the FEM models and the experiments were used for the evaluation. A measurement quantifying the similarity of the mode shapes was proposed, which considers both shape similarity and distance similarity. The results showed that the rail foot’s mode shapes obtained from the model using the spring–damper approach demonstrated the most similarity with the ones obtained from the experiments.
dc.publisherASCE
dc.titleEvaluation of Fastening Modeling Approaches for Dynamic Assessment of Rail Based on Finite-Element Method
dc.typeJournal Article
dc.journal.volume148
dc.journal.issue9
dc.journal.titleJournal of Engineering Mechanics
dc.identifier.doi10.1061/(ASCE)EM.1943-7889.0002137
dc.journal.fristpage04022048
dc.journal.lastpage04022048-13
dc.page13
dc.treeJournal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 009
dc.contenttypeFulltext


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