Dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zone

Steel catenary riser (SCR) is one of the most popular and economic risers in the development of deep-water oil and gas field. As a difficulty in the SCR design, the pipe-soil interaction at the touchdown zone is affected by the soil strength, riser diameter, upper floating body, and other factors. C...

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Main Authors: Yong-hong Cao, Yong-qiang Jing, Zheng-hong Guo
Format: Article
Language:English
Published: JVE International 2016-06-01
Series:Journal of Vibroengineering
Subjects:
SCR
Online Access:https://www.jvejournals.com/article/16687
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spelling doaj-6a8bd97e573a47b0817821e97d4d93e52020-11-25T02:33:53ZengJVE InternationalJournal of Vibroengineering1392-87162538-84602016-06-011842074208710.21595/jve.2016.1668716687Dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zoneYong-hong Cao0Yong-qiang Jing1Zheng-hong Guo2School of Science, North University of China, Taiyuan, ChinaSchool of Science, North University of China, Taiyuan, ChinaHebei North University, Zhangjia Kou, ChinaSteel catenary riser (SCR) is one of the most popular and economic risers in the development of deep-water oil and gas field. As a difficulty in the SCR design, the pipe-soil interaction at the touchdown zone is affected by the soil strength, riser diameter, upper floating body, and other factors. Conventionally, the pipe-soil interaction was mainly studied based on the static response of the riser under a linear seabed which was inconsistent with the actual situation. Therefore, a dynamic characteristic model was built in the paper for more realistic simulation of the pipe-soil interaction. And experiments were conducted to verify the reliability of the numerical model. Based on the verified model, the dynamic process of the nonlinear time-domain was analyzed. Different parameters, such as the soil strength and dynamic loads, were changed to analyze their effects on the pipe-soil interaction in the whole process which provided a certain foundation for the SCR design.https://www.jvejournals.com/article/16687SCRpipe-soil interactiondynamic characteristicsnumerical simulationexperimental verification
collection DOAJ
language English
format Article
sources DOAJ
author Yong-hong Cao
Yong-qiang Jing
Zheng-hong Guo
spellingShingle Yong-hong Cao
Yong-qiang Jing
Zheng-hong Guo
Dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zone
Journal of Vibroengineering
SCR
pipe-soil interaction
dynamic characteristics
numerical simulation
experimental verification
author_facet Yong-hong Cao
Yong-qiang Jing
Zheng-hong Guo
author_sort Yong-hong Cao
title Dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zone
title_short Dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zone
title_full Dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zone
title_fullStr Dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zone
title_full_unstemmed Dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zone
title_sort dynamic characteristics of pipe-soil interaction for steel catenary riser in touchdown zone
publisher JVE International
series Journal of Vibroengineering
issn 1392-8716
2538-8460
publishDate 2016-06-01
description Steel catenary riser (SCR) is one of the most popular and economic risers in the development of deep-water oil and gas field. As a difficulty in the SCR design, the pipe-soil interaction at the touchdown zone is affected by the soil strength, riser diameter, upper floating body, and other factors. Conventionally, the pipe-soil interaction was mainly studied based on the static response of the riser under a linear seabed which was inconsistent with the actual situation. Therefore, a dynamic characteristic model was built in the paper for more realistic simulation of the pipe-soil interaction. And experiments were conducted to verify the reliability of the numerical model. Based on the verified model, the dynamic process of the nonlinear time-domain was analyzed. Different parameters, such as the soil strength and dynamic loads, were changed to analyze their effects on the pipe-soil interaction in the whole process which provided a certain foundation for the SCR design.
topic SCR
pipe-soil interaction
dynamic characteristics
numerical simulation
experimental verification
url https://www.jvejournals.com/article/16687
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AT yongqiangjing dynamiccharacteristicsofpipesoilinteractionforsteelcatenaryriserintouchdownzone
AT zhenghongguo dynamiccharacteristicsofpipesoilinteractionforsteelcatenaryriserintouchdownzone
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