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dc.creatorBošnjak, Srđan
dc.creatorPetković, Zoran D.
dc.creatorZrnić, Nenad
dc.creatorSimić, Goran
dc.creatorSimonović, Aleksandar
dc.date.accessioned2022-09-19T16:21:59Z
dc.date.available2022-09-19T16:21:59Z
dc.date.issued2009
dc.identifier.issn1350-6307
dc.identifier.urihttps://machinery.mas.bg.ac.rs/handle/123456789/978
dc.description.abstractThis paper discusses the results of the investigation of occurrence of cracks in the structure of bucket wheel excavator (BWE) slewing platform, the repair procedure and the reconstruction of the slewing platform. The results of the finite elements analysis (FEA) point out the pronounced stress concentration in the zones of crack occurrence. The values of calculated stresses in the said zones exceed the yield stress of the material. The design solution for the slewing platform reconstruction is chosen based on the comparative analysis of stress-strain states of alternative solutions. The adopted solution enabled the repair and reconstruction in field conditions, without previously dismantling components of the BWE superstructure. Moreover, the regular maintenance procedure has not been impeded. Experimental analysis of the stress state of the reconstructed slewing platform in regular working conditions has confirmed the validity of the reconstruction design. After the reconstruction the BWE has dug up more than 2.9 x 10(6) m(3) of overburden. Visual inspection of slewing platform proved that there are no defects in the structure.en
dc.publisherPergamon-Elsevier Science Ltd, Oxford
dc.relationinfo:eu-repo/grantAgreement/MESTD/MPN2006-2010/14052/RS//
dc.rightsrestrictedAccess
dc.sourceEngineering Failure Analysis
dc.subjectStress analysisen
dc.subjectRepairsen
dc.subjectFinite element analysisen
dc.subjectCracksen
dc.subjectBucket wheel excavatoren
dc.titleCracks, repair and reconstruction of bucket wheel excavator slewing platformen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage1642
dc.citation.issue5
dc.citation.other16(5): 1631-1642
dc.citation.rankM22
dc.citation.spage1631
dc.citation.volume16
dc.identifier.doi10.1016/j.engfailanal.2008.11.009
dc.identifier.scopus2-s2.0-64749087895
dc.identifier.wos000272673600034
dc.type.versionpublishedVersion


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