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dc.creatorGresnigt, A. M.en
dc.creatorKaramanos, S. A.en
dc.creatorGiakoumatos, E.en
dc.creatorDijkstra, O. D.en
dc.creatorKreber, J.en
dc.date.accessioned2015-11-23T10:29:13Z
dc.date.available2015-11-23T10:29:13Z
dc.date.issued2004
dc.identifier.isbn784407452
dc.identifier.urihttp://hdl.handle.net/11615/28217
dc.description.abstractQuite often, steel buried pipelines exhibit local buckles due to imposed deformations, which may cause failure because of fatigue from repeated loading. When such buckles are detected in a steel pipeline, a decision must be taken whether or not to repair the buckled pipeline section. The present paper describes the experimental and numerical work conducted to assess the condition and to estimate the safety level of a buckled water pipeline crossing a river near Rotterdam, The Netherlands.en
dc.source.urihttp://www.scopus.com/inward/record.url?eid=2-s2.0-27144441749&partnerID=40&md5=b0baebd316665394675ca6ceb9a860f8
dc.subjectBucklingen
dc.subjectFatigue of materialsen
dc.subjectLoadingen
dc.subjectRiversen
dc.subjectSteel pipeen
dc.subjectBucklesen
dc.subjectPipeline crossingen
dc.subjectSafety levelen
dc.subjectSteel buried pipelinesen
dc.subjectPipelinesen
dc.titleFatigue failure of buckled pipelinesen
dc.typeconferenceItemen


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