Analisis Tekuk Lateral Pipa Gas Bawah Laut
To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial forc...
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Gespeichert in:
| Autor*in: |
Fitrotul Laeli Hidayaturrohmah [verfasserIn] Ricky Lukman Tawekal [verfasserIn] |
|---|
| Format: |
E-Artikel |
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| Sprache: |
Englisch ; Indonesisch |
| Erschienen: |
2016 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
In: Jurnal Teknik Sipil - Institut Teknologi Bandung, 2017, 23(2016), 2, Seite 157-166 |
|---|---|
| Übergeordnetes Werk: |
volume:23 ; year:2016 ; number:2 ; pages:157-166 |
| Links: |
Link aufrufen |
|---|
| DOI / URN: |
10.5614/jts.2016.23.2.8 |
|---|
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DOAJ00923750X |
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| 520 | |a To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur. | ||
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10.5614/jts.2016.23.2.8 doi (DE-627)DOAJ00923750X (DE-599)DOAJ4018ba14bd0a4093837c1cc37241a0b5 DE-627 ger DE-627 rakwb eng ind TA1-2040 Fitrotul Laeli Hidayaturrohmah verfasserin aut Analisis Tekuk Lateral Pipa Gas Bawah Laut 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur. Lateral buckling Global buckling Engineering (General). Civil engineering (General) Ricky Lukman Tawekal verfasserin aut In Jurnal Teknik Sipil Institut Teknologi Bandung, 2017 23(2016), 2, Seite 157-166 (DE-627)1760616400 25492659 nnns volume:23 year:2016 number:2 pages:157-166 https://doi.org/10.5614/jts.2016.23.2.8 kostenfrei https://doaj.org/article/4018ba14bd0a4093837c1cc37241a0b5 kostenfrei http://journals.itb.ac.id/index.php/jts/article/view/2994/1566 kostenfrei https://doaj.org/toc/0853-2982 Journal toc kostenfrei https://doaj.org/toc/2549-2659 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 23 2016 2 157-166 |
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10.5614/jts.2016.23.2.8 doi (DE-627)DOAJ00923750X (DE-599)DOAJ4018ba14bd0a4093837c1cc37241a0b5 DE-627 ger DE-627 rakwb eng ind TA1-2040 Fitrotul Laeli Hidayaturrohmah verfasserin aut Analisis Tekuk Lateral Pipa Gas Bawah Laut 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur. Lateral buckling Global buckling Engineering (General). Civil engineering (General) Ricky Lukman Tawekal verfasserin aut In Jurnal Teknik Sipil Institut Teknologi Bandung, 2017 23(2016), 2, Seite 157-166 (DE-627)1760616400 25492659 nnns volume:23 year:2016 number:2 pages:157-166 https://doi.org/10.5614/jts.2016.23.2.8 kostenfrei https://doaj.org/article/4018ba14bd0a4093837c1cc37241a0b5 kostenfrei http://journals.itb.ac.id/index.php/jts/article/view/2994/1566 kostenfrei https://doaj.org/toc/0853-2982 Journal toc kostenfrei https://doaj.org/toc/2549-2659 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 23 2016 2 157-166 |
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10.5614/jts.2016.23.2.8 doi (DE-627)DOAJ00923750X (DE-599)DOAJ4018ba14bd0a4093837c1cc37241a0b5 DE-627 ger DE-627 rakwb eng ind TA1-2040 Fitrotul Laeli Hidayaturrohmah verfasserin aut Analisis Tekuk Lateral Pipa Gas Bawah Laut 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur. Lateral buckling Global buckling Engineering (General). Civil engineering (General) Ricky Lukman Tawekal verfasserin aut In Jurnal Teknik Sipil Institut Teknologi Bandung, 2017 23(2016), 2, Seite 157-166 (DE-627)1760616400 25492659 nnns volume:23 year:2016 number:2 pages:157-166 https://doi.org/10.5614/jts.2016.23.2.8 kostenfrei https://doaj.org/article/4018ba14bd0a4093837c1cc37241a0b5 kostenfrei http://journals.itb.ac.id/index.php/jts/article/view/2994/1566 kostenfrei https://doaj.org/toc/0853-2982 Journal toc kostenfrei https://doaj.org/toc/2549-2659 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 23 2016 2 157-166 |
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10.5614/jts.2016.23.2.8 doi (DE-627)DOAJ00923750X (DE-599)DOAJ4018ba14bd0a4093837c1cc37241a0b5 DE-627 ger DE-627 rakwb eng ind TA1-2040 Fitrotul Laeli Hidayaturrohmah verfasserin aut Analisis Tekuk Lateral Pipa Gas Bawah Laut 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur. Lateral buckling Global buckling Engineering (General). Civil engineering (General) Ricky Lukman Tawekal verfasserin aut In Jurnal Teknik Sipil Institut Teknologi Bandung, 2017 23(2016), 2, Seite 157-166 (DE-627)1760616400 25492659 nnns volume:23 year:2016 number:2 pages:157-166 https://doi.org/10.5614/jts.2016.23.2.8 kostenfrei https://doaj.org/article/4018ba14bd0a4093837c1cc37241a0b5 kostenfrei http://journals.itb.ac.id/index.php/jts/article/view/2994/1566 kostenfrei https://doaj.org/toc/0853-2982 Journal toc kostenfrei https://doaj.org/toc/2549-2659 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ AR 23 2016 2 157-166 |
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To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur. |
| abstractGer |
To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur. |
| abstract_unstemmed |
To prevent solidification on the pipeline, hydrocarbon is transferred in high temperature and high pressure. High presure and temperature lead to axial tension appearence along the pipeline. Interaction between soil and the surface of pipeline trigering frictional resistance which holding axial force on the pipeline and could cause the occurence of global buckling. According to DNV RP F110, global buckling may occur in several directions which one of them is in the lateral direction. Lateral buckling usually occurs only in the exposed pipe which occurs when the compressive force on the pipe imperfection released at one point so that the excess force in the slip zone turn into buckling. According to DNV RP F 110, there are three methods of analysis that can be used to perform the analysis of lateral buckling the pipe. Those are methods of Hobbs, Van GAF, and Spinazle. In this paper, lateral buckling analysis performed on a 7.67 km subsea gas pipeline by using Hobbs method which concluded that the pipeline has the potential to lateral buckling. Analysis by using software ABAQUS was also carried out to determine the location of the lateral buckling which is the location where overstressed occur. |
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Analisis Tekuk Lateral Pipa Gas Bawah Laut |
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https://doi.org/10.5614/jts.2016.23.2.8 https://doaj.org/article/4018ba14bd0a4093837c1cc37241a0b5 http://journals.itb.ac.id/index.php/jts/article/view/2994/1566 https://doaj.org/toc/0853-2982 https://doaj.org/toc/2549-2659 |
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2024-07-03T22:41:16.494Z |
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