Please use this identifier to cite or link to this item: https://doi.org/10.1155/2021/8890075
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dc.titleA bracket-stiffened two-planar overlapped tubular kt-joint for offshore jack-up fatigue analysis
dc.contributor.authorZhang, Jian
dc.contributor.authorYue, Xinxin
dc.contributor.authorQiu, Jiajia
dc.contributor.authorChen, Lei
dc.contributor.authorShen, Wei
dc.date.accessioned2022-10-13T01:15:54Z
dc.date.available2022-10-13T01:15:54Z
dc.date.issued2021-03-23
dc.identifier.citationZhang, Jian, Yue, Xinxin, Qiu, Jiajia, Chen, Lei, Shen, Wei (2021-03-23). A bracket-stiffened two-planar overlapped tubular kt-joint for offshore jack-up fatigue analysis. Advances in Civil Engineering 2021 : 8890075. ScholarBank@NUS Repository. https://doi.org/10.1155/2021/8890075
dc.identifier.issn1687-8086
dc.identifier.urihttps://scholarbank.nus.edu.sg/handle/10635/232867
dc.description.abstractThere have been a large number of research programs dedicated to the investigation of stress concentration factor and its parametric design formulae for a variety of uniplanar and multiplanar tubular joints. However, for the multiplanar overlapped tubular joints, the related reports are very limited due to the fact that the combining effect between multiplanarity and brace overlapping is quite complex. In this paper, a novel bracket-stiffened two-planar overlapped tubular KT-joint is proposed by adding two brackets between the upper diagonal and horizontal braces to alleviate the stress concentration at the brace-to-chord intersection area. As compared with the original KT-joint and KT-joint of larger brace gap, stress concentration reduction and fatigue strength enhancement at the most critical point of the proposed KT-joint are significant under both axial and in-plane bending (IPB) loads. The superiority of the proposed KT-joint is further tested with a simplified fatigue life assessment of offshore jack-up in field transit condition, when the KT-joint corresponding to the upper guide level is most critical and fatigue-sensitive. The obtained results with conservative assumptions may serve as guides or references in civil and offshore engineering practices. Copyright © 2021 Jian Zhang et al.
dc.publisherHindawi Limited
dc.rightsAttribution 4.0 International
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceScopus OA2021
dc.typeArticle
dc.contributor.departmentCIVIL AND ENVIRONMENTAL ENGINEERING
dc.description.doi10.1155/2021/8890075
dc.description.sourcetitleAdvances in Civil Engineering
dc.description.volume2021
dc.description.page8890075
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