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dc.contributor.authorGong, Jian-Guo
dc.contributor.authorXia, Qi-Wei
dc.contributor.authorXuan, Fu-Zhen
dc.date.accessioned2017-11-25T07:19:09Z
dc.date.available2017-11-25T07:19:09Z
dc.date.copyright2017/1/6
dc.date.issued2017
dc.identifier.issn0094-9930
dc.identifier.otherpvt_139_04_041412.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4235628
dc.description.abstractBased on a tee joint, the simplified creep design methods of ASME code, elastic-perfectly plastic (EPP) analysis of Code Case N-861 (CC N-861) and the inelastic analysis by isochronous stress strain (ISS) curve, were evaluated and compared to nonlinear finite element creep analysis (FECA). Results indicate that both EPP and FECA lead to a greater inelastic strain than ISS curve-based results. By contrast, the ISS-based analysis induces a smaller usage fraction (damage) than FECA due to the underestimated inelastic strain. In addition, the smallest usage fraction (damage) is obtained by using EPP analysis of CC N-861 in which case the remarkable bending strain is involved.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleEvaluation of Simplified Creep Design Methods Based on the Case Analysis of Tee Joint at Elevated Temperature
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue4
dc.journal.titleJournal of Pressure Vessel Technology
dc.identifier.doi10.1115/1.4036533
dc.journal.fristpage41412
dc.journal.lastpage041412-10
dc.treeJournal of Pressure Vessel Technology:;2017:;volume( 139 ):;issue: 004
dc.contenttypeFulltext


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