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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Online Access: | https://www.jvejournals.com/article/16687 |
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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 |
work_keys_str_mv |
AT yonghongcao dynamiccharacteristicsofpipesoilinteractionforsteelcatenaryriserintouchdownzone AT yongqiangjing dynamiccharacteristicsofpipesoilinteractionforsteelcatenaryriserintouchdownzone AT zhenghongguo dynamiccharacteristicsofpipesoilinteractionforsteelcatenaryriserintouchdownzone |
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1724811761490591744 |