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...
Ausführliche Beschreibung
Autor*in: |
Fitrotul Laeli Hidayaturrohmah [verfasserIn] Ricky Lukman Tawekal [verfasserIn] |
---|
Format: |
E-Artikel |
---|---|
Sprache: |
Englisch ; Indonesisch |
Erschienen: |
2016 |
---|
Schlagwörter: |
---|
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 |
---|
Katalog-ID: |
DOAJ00923750X |
---|
LEADER | 01000caa a22002652 4500 | ||
---|---|---|---|
001 | DOAJ00923750X | ||
003 | DE-627 | ||
005 | 20230310015632.0 | ||
007 | cr uuu---uuuuu | ||
008 | 230225s2016 xx |||||o 00| ||eng c | ||
024 | 7 | |a 10.5614/jts.2016.23.2.8 |2 doi | |
035 | |a (DE-627)DOAJ00923750X | ||
035 | |a (DE-599)DOAJ4018ba14bd0a4093837c1cc37241a0b5 | ||
040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
041 | |a eng |a ind | ||
050 | 0 | |a TA1-2040 | |
100 | 0 | |a Fitrotul Laeli Hidayaturrohmah |e verfasserin |4 aut | |
245 | 1 | 0 | |a Analisis Tekuk Lateral Pipa Gas Bawah Laut |
264 | 1 | |c 2016 | |
336 | |a Text |b txt |2 rdacontent | ||
337 | |a Computermedien |b c |2 rdamedia | ||
338 | |a Online-Ressource |b cr |2 rdacarrier | ||
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. | ||
650 | 4 | |a Lateral buckling | |
650 | 4 | |a Global buckling | |
653 | 0 | |a Engineering (General). Civil engineering (General) | |
700 | 0 | |a Ricky Lukman Tawekal |e verfasserin |4 aut | |
773 | 0 | 8 | |i In |t Jurnal Teknik Sipil |d Institut Teknologi Bandung, 2017 |g 23(2016), 2, Seite 157-166 |w (DE-627)1760616400 |x 25492659 |7 nnns |
773 | 1 | 8 | |g volume:23 |g year:2016 |g number:2 |g pages:157-166 |
856 | 4 | 0 | |u https://doi.org/10.5614/jts.2016.23.2.8 |z kostenfrei |
856 | 4 | 0 | |u https://doaj.org/article/4018ba14bd0a4093837c1cc37241a0b5 |z kostenfrei |
856 | 4 | 0 | |u http://journals.itb.ac.id/index.php/jts/article/view/2994/1566 |z kostenfrei |
856 | 4 | 2 | |u https://doaj.org/toc/0853-2982 |y Journal toc |z kostenfrei |
856 | 4 | 2 | |u https://doaj.org/toc/2549-2659 |y Journal toc |z kostenfrei |
912 | |a GBV_USEFLAG_A | ||
912 | |a SYSFLAG_A | ||
912 | |a GBV_DOAJ | ||
951 | |a AR | ||
952 | |d 23 |j 2016 |e 2 |h 157-166 |
author_variant |
f l h flh r l t rlt |
---|---|
matchkey_str |
article:25492659:2016----::nlsseultrliaa |
hierarchy_sort_str |
2016 |
callnumber-subject-code |
TA |
publishDate |
2016 |
allfields |
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 |
spelling |
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 |
allfields_unstemmed |
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 |
allfieldsGer |
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 |
allfieldsSound |
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 |
language |
English Indonesian |
source |
In Jurnal Teknik Sipil 23(2016), 2, Seite 157-166 volume:23 year:2016 number:2 pages:157-166 |
sourceStr |
In Jurnal Teknik Sipil 23(2016), 2, Seite 157-166 volume:23 year:2016 number:2 pages:157-166 |
format_phy_str_mv |
Article |
institution |
findex.gbv.de |
topic_facet |
Lateral buckling Global buckling Engineering (General). Civil engineering (General) |
isfreeaccess_bool |
true |
container_title |
Jurnal Teknik Sipil |
authorswithroles_txt_mv |
Fitrotul Laeli Hidayaturrohmah @@aut@@ Ricky Lukman Tawekal @@aut@@ |
publishDateDaySort_date |
2016-01-01T00:00:00Z |
hierarchy_top_id |
1760616400 |
id |
DOAJ00923750X |
language_de |
englisch Sangiang |
fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ00923750X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230310015632.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230225s2016 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.5614/jts.2016.23.2.8</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ00923750X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ4018ba14bd0a4093837c1cc37241a0b5</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield><subfield code="a">ind</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA1-2040</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Fitrotul Laeli Hidayaturrohmah</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Analisis Tekuk Lateral Pipa Gas Bawah Laut</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2016</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="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.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Lateral buckling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Global buckling</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Engineering (General). Civil engineering (General)</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Ricky Lukman Tawekal</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Jurnal Teknik Sipil</subfield><subfield code="d">Institut Teknologi Bandung, 2017</subfield><subfield code="g">23(2016), 2, Seite 157-166</subfield><subfield code="w">(DE-627)1760616400</subfield><subfield code="x">25492659</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:23</subfield><subfield code="g">year:2016</subfield><subfield code="g">number:2</subfield><subfield code="g">pages:157-166</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.5614/jts.2016.23.2.8</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/4018ba14bd0a4093837c1cc37241a0b5</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://journals.itb.ac.id/index.php/jts/article/view/2994/1566</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/0853-2982</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2549-2659</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_DOAJ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">23</subfield><subfield code="j">2016</subfield><subfield code="e">2</subfield><subfield code="h">157-166</subfield></datafield></record></collection>
|
callnumber-first |
T - Technology |
author |
Fitrotul Laeli Hidayaturrohmah |
spellingShingle |
Fitrotul Laeli Hidayaturrohmah misc TA1-2040 misc Lateral buckling misc Global buckling misc Engineering (General). Civil engineering (General) Analisis Tekuk Lateral Pipa Gas Bawah Laut |
authorStr |
Fitrotul Laeli Hidayaturrohmah |
ppnlink_with_tag_str_mv |
@@773@@(DE-627)1760616400 |
format |
electronic Article |
delete_txt_mv |
keep |
author_role |
aut aut |
collection |
DOAJ |
remote_str |
true |
callnumber-label |
TA1-2040 |
illustrated |
Not Illustrated |
issn |
25492659 |
topic_title |
TA1-2040 Analisis Tekuk Lateral Pipa Gas Bawah Laut Lateral buckling Global buckling |
topic |
misc TA1-2040 misc Lateral buckling misc Global buckling misc Engineering (General). Civil engineering (General) |
topic_unstemmed |
misc TA1-2040 misc Lateral buckling misc Global buckling misc Engineering (General). Civil engineering (General) |
topic_browse |
misc TA1-2040 misc Lateral buckling misc Global buckling misc Engineering (General). Civil engineering (General) |
format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
format_main_str_mv |
Text Zeitschrift/Artikel |
carriertype_str_mv |
cr |
hierarchy_parent_title |
Jurnal Teknik Sipil |
hierarchy_parent_id |
1760616400 |
hierarchy_top_title |
Jurnal Teknik Sipil |
isfreeaccess_txt |
true |
familylinks_str_mv |
(DE-627)1760616400 |
title |
Analisis Tekuk Lateral Pipa Gas Bawah Laut |
ctrlnum |
(DE-627)DOAJ00923750X (DE-599)DOAJ4018ba14bd0a4093837c1cc37241a0b5 |
title_full |
Analisis Tekuk Lateral Pipa Gas Bawah Laut |
author_sort |
Fitrotul Laeli Hidayaturrohmah |
journal |
Jurnal Teknik Sipil |
journalStr |
Jurnal Teknik Sipil |
callnumber-first-code |
T |
lang_code |
eng ind |
isOA_bool |
true |
recordtype |
marc |
publishDateSort |
2016 |
contenttype_str_mv |
txt |
container_start_page |
157 |
author_browse |
Fitrotul Laeli Hidayaturrohmah Ricky Lukman Tawekal |
container_volume |
23 |
class |
TA1-2040 |
format_se |
Elektronische Aufsätze |
author-letter |
Fitrotul Laeli Hidayaturrohmah |
doi_str_mv |
10.5614/jts.2016.23.2.8 |
author2-role |
verfasserin |
title_sort |
analisis tekuk lateral pipa gas bawah laut |
callnumber |
TA1-2040 |
title_auth |
Analisis Tekuk Lateral Pipa Gas Bawah Laut |
abstract |
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. |
collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ |
container_issue |
2 |
title_short |
Analisis Tekuk Lateral Pipa Gas Bawah Laut |
url |
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 |
remote_bool |
true |
author2 |
Ricky Lukman Tawekal |
author2Str |
Ricky Lukman Tawekal |
ppnlink |
1760616400 |
callnumber-subject |
TA - General and Civil Engineering |
mediatype_str_mv |
c |
isOA_txt |
true |
hochschulschrift_bool |
false |
doi_str |
10.5614/jts.2016.23.2.8 |
callnumber-a |
TA1-2040 |
up_date |
2024-07-03T22:41:16.494Z |
_version_ |
1803599454138269696 |
fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ00923750X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230310015632.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230225s2016 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.5614/jts.2016.23.2.8</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ00923750X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJ4018ba14bd0a4093837c1cc37241a0b5</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield><subfield code="a">ind</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA1-2040</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Fitrotul Laeli Hidayaturrohmah</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Analisis Tekuk Lateral Pipa Gas Bawah Laut</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2016</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="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.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Lateral buckling</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Global buckling</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Engineering (General). Civil engineering (General)</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Ricky Lukman Tawekal</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Jurnal Teknik Sipil</subfield><subfield code="d">Institut Teknologi Bandung, 2017</subfield><subfield code="g">23(2016), 2, Seite 157-166</subfield><subfield code="w">(DE-627)1760616400</subfield><subfield code="x">25492659</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:23</subfield><subfield code="g">year:2016</subfield><subfield code="g">number:2</subfield><subfield code="g">pages:157-166</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.5614/jts.2016.23.2.8</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/4018ba14bd0a4093837c1cc37241a0b5</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://journals.itb.ac.id/index.php/jts/article/view/2994/1566</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/0853-2982</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2549-2659</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_DOAJ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">23</subfield><subfield code="j">2016</subfield><subfield code="e">2</subfield><subfield code="h">157-166</subfield></datafield></record></collection>
|
score |
7.4001703 |