C. Zhang, S. Zhang, C.K. Yeo, H.J. Soo, Y.Z. Law, M. Yu, W.K. Chen, M. Cai, B.V.E. How, H. Santo, A.R. Magee, M. Si
{"title":"刚度相似自升式起重机的模型试验,第 3 部分:过渡条件和不确定性分析","authors":"C. Zhang, S. Zhang, C.K. Yeo, H.J. Soo, Y.Z. Law, M. Yu, W.K. Chen, M. Cai, B.V.E. How, H. Santo, A.R. Magee, M. Si","doi":"10.1016/j.marstruc.2024.103624","DOIUrl":null,"url":null,"abstract":"<div><p>This Part 3 of the paper series on jack-up model tests describes the model test design and selected results for transit conditions. As part of the summary for the paper series, uncertainty analysis for the entire jack-up model tests was also conducted and presented. Operating scenarios were simulated, covering jack-up model with legs extended above the hull as well as legs partially submerged into the water. Soft moorings were used to provide horizontal restraint onto the jack-up model. Long-crested waves without and with co-linear uniform current were used throughout the tests, with current meant to simulate sea-keeping and wet towing conditions. Reduced motions in surge and pitch were observed for the jack-up with legs partially submerged into the water, demonstrating additional damping to be gained, but at the expense of increased towing drag forces. Additional measurements in terms of bending moment at the leg-to-hull connection as well as shear forces on the starboard leg were also compared. Uncertainty analysis was conducted for the entire jack-up model test to quantify the errors and confidence level of the presented results.</p></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"96 ","pages":"Article 103624"},"PeriodicalIF":4.0000,"publicationDate":"2024-03-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Model tests of a stiffness-similar jack-up, Part 3: Transit condition and uncertainty analysis\",\"authors\":\"C. Zhang, S. Zhang, C.K. Yeo, H.J. Soo, Y.Z. Law, M. Yu, W.K. Chen, M. Cai, B.V.E. How, H. Santo, A.R. Magee, M. Si\",\"doi\":\"10.1016/j.marstruc.2024.103624\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This Part 3 of the paper series on jack-up model tests describes the model test design and selected results for transit conditions. As part of the summary for the paper series, uncertainty analysis for the entire jack-up model tests was also conducted and presented. Operating scenarios were simulated, covering jack-up model with legs extended above the hull as well as legs partially submerged into the water. Soft moorings were used to provide horizontal restraint onto the jack-up model. Long-crested waves without and with co-linear uniform current were used throughout the tests, with current meant to simulate sea-keeping and wet towing conditions. Reduced motions in surge and pitch were observed for the jack-up with legs partially submerged into the water, demonstrating additional damping to be gained, but at the expense of increased towing drag forces. Additional measurements in terms of bending moment at the leg-to-hull connection as well as shear forces on the starboard leg were also compared. Uncertainty analysis was conducted for the entire jack-up model test to quantify the errors and confidence level of the presented results.</p></div>\",\"PeriodicalId\":49879,\"journal\":{\"name\":\"Marine Structures\",\"volume\":\"96 \",\"pages\":\"Article 103624\"},\"PeriodicalIF\":4.0000,\"publicationDate\":\"2024-03-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Marine Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0951833924000522\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Marine Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0951833924000522","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Model tests of a stiffness-similar jack-up, Part 3: Transit condition and uncertainty analysis
This Part 3 of the paper series on jack-up model tests describes the model test design and selected results for transit conditions. As part of the summary for the paper series, uncertainty analysis for the entire jack-up model tests was also conducted and presented. Operating scenarios were simulated, covering jack-up model with legs extended above the hull as well as legs partially submerged into the water. Soft moorings were used to provide horizontal restraint onto the jack-up model. Long-crested waves without and with co-linear uniform current were used throughout the tests, with current meant to simulate sea-keeping and wet towing conditions. Reduced motions in surge and pitch were observed for the jack-up with legs partially submerged into the water, demonstrating additional damping to be gained, but at the expense of increased towing drag forces. Additional measurements in terms of bending moment at the leg-to-hull connection as well as shear forces on the starboard leg were also compared. Uncertainty analysis was conducted for the entire jack-up model test to quantify the errors and confidence level of the presented results.
期刊介绍:
This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.