Effect of time elapse after wave hitting on coupled spar platform
Oil and gas exploration has moved from shallow to much deeper water now-a-days. Offshore compliant floating structure like Spar platforms in this region are competent deep water platform. As water depth increases operational Spar platforms experience more influence of mooring lines suggestively. So...
Main Authors: | , , |
---|---|
格式: | 文件 |
语言: | English |
出版: |
International Journal of Physical Sciences
2011
|
主题: | |
在线阅读: | http://eprints.um.edu.my/5919/1/Effect_of_time_elapse_after_wave_hitting_on_coupled_spar_platform.pdf |
_version_ | 1825719169723662336 |
---|---|
author | Saiful Islam, A.B.M. Jameel, M. Jumaat, Mohd Zamin |
author_facet | Saiful Islam, A.B.M. Jameel, M. Jumaat, Mohd Zamin |
author_sort | Saiful Islam, A.B.M. |
collection | UM |
description | Oil and gas exploration has moved from shallow to much deeper water now-a-days. Offshore compliant floating structure like Spar platforms in this region are competent deep water platform. As water depth increases operational Spar platforms experience more influence of mooring lines suggestively. So the motion analysis of platforms in deep waters requires counting the mooring upshot with spar hull. The most common approach for solving the dynamics of Spar platform is to employ a decoupled quasistatic method, which ignores all or part of the interaction effects between the platform and mooring lines. Coupled analysis in the present study includes the mooring lines and platform in a single model. This model can cope with the coupling conduct and match the forces, displacement, velocities and acceleration at the fairlead position along with all possible significant nonlinearities. The output from such analyses is essentially platform motions as well as a mooring line response. In actual field problems hydrodynamic loads due to wave and currents act simultaneously on Spar platform and mooring lines. In this finite element model, the entire structure acts as coupled in consistent manner. This offshore Spar platform model has been analyzed in regular wave of ocean environment. Surge, heave and pitch motion responses of coupled Spar platform is obtained after 1000 and 6000 s of storm. The behaviors of dynamic responses have been evaluated as noteworthy even for time elapse after wave hitting. |
first_indexed | 2024-03-06T05:15:34Z |
format | Article |
id | um.eprints-5919 |
institution | Universiti Malaya |
language | English |
last_indexed | 2024-03-06T05:15:34Z |
publishDate | 2011 |
publisher | International Journal of Physical Sciences |
record_format | dspace |
spelling | um.eprints-59192020-02-05T04:36:51Z http://eprints.um.edu.my/5919/ Effect of time elapse after wave hitting on coupled spar platform Saiful Islam, A.B.M. Jameel, M. Jumaat, Mohd Zamin TA Engineering (General). Civil engineering (General) Oil and gas exploration has moved from shallow to much deeper water now-a-days. Offshore compliant floating structure like Spar platforms in this region are competent deep water platform. As water depth increases operational Spar platforms experience more influence of mooring lines suggestively. So the motion analysis of platforms in deep waters requires counting the mooring upshot with spar hull. The most common approach for solving the dynamics of Spar platform is to employ a decoupled quasistatic method, which ignores all or part of the interaction effects between the platform and mooring lines. Coupled analysis in the present study includes the mooring lines and platform in a single model. This model can cope with the coupling conduct and match the forces, displacement, velocities and acceleration at the fairlead position along with all possible significant nonlinearities. The output from such analyses is essentially platform motions as well as a mooring line response. In actual field problems hydrodynamic loads due to wave and currents act simultaneously on Spar platform and mooring lines. In this finite element model, the entire structure acts as coupled in consistent manner. This offshore Spar platform model has been analyzed in regular wave of ocean environment. Surge, heave and pitch motion responses of coupled Spar platform is obtained after 1000 and 6000 s of storm. The behaviors of dynamic responses have been evaluated as noteworthy even for time elapse after wave hitting. International Journal of Physical Sciences 2011 Article PeerReviewed application/pdf en http://eprints.um.edu.my/5919/1/Effect_of_time_elapse_after_wave_hitting_on_coupled_spar_platform.pdf Saiful Islam, A.B.M. and Jameel, M. and Jumaat, Mohd Zamin (2011) Effect of time elapse after wave hitting on coupled spar platform. International Journal of Physical Sciences, 6 (11). pp. 2671-2680. ISSN 19921950, DOI https://doi.org/10.5897/AJBM11.454 <https://doi.org/10.5897/AJBM11.454>. http://www.scopus.com/inward/record.url?eid=2-s2.0-79960089671&partnerID=40&md5=9b086483a654e4969483dde3b91a92ea 10.5897/AJBM11.454 |
spellingShingle | TA Engineering (General). Civil engineering (General) Saiful Islam, A.B.M. Jameel, M. Jumaat, Mohd Zamin Effect of time elapse after wave hitting on coupled spar platform |
title | Effect of time elapse after wave hitting on coupled spar platform |
title_full | Effect of time elapse after wave hitting on coupled spar platform |
title_fullStr | Effect of time elapse after wave hitting on coupled spar platform |
title_full_unstemmed | Effect of time elapse after wave hitting on coupled spar platform |
title_short | Effect of time elapse after wave hitting on coupled spar platform |
title_sort | effect of time elapse after wave hitting on coupled spar platform |
topic | TA Engineering (General). Civil engineering (General) |
url | http://eprints.um.edu.my/5919/1/Effect_of_time_elapse_after_wave_hitting_on_coupled_spar_platform.pdf |
work_keys_str_mv | AT saifulislamabm effectoftimeelapseafterwavehittingoncoupledsparplatform AT jameelm effectoftimeelapseafterwavehittingoncoupledsparplatform AT jumaatmohdzamin effectoftimeelapseafterwavehittingoncoupledsparplatform |