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A Study on the Structural Impact of FLNG Topside Piperack Module Enlargementopen accessA Study on the Structural Impact of FLNG Topside Piperack Module Enlargement

Other Titles
A Study on the Structural Impact of FLNG Topside Piperack Module Enlargement
Authors
이은학이탁기
Issue Date
Oct-2024
Publisher
한국해양공학회
Keywords
Floating liquefied natural gas; Piperack; Relative deflection; Unity check; Reaction force; Topside module support (TMS); In-place analysis
Citation
한국해양공학회지, v.38, no.5, pp 307 - 314
Pages
8
Indexed
SCOPUS
KCI
Journal Title
한국해양공학회지
Volume
38
Number
5
Start Page
307
End Page
314
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/74693
DOI
10.26748/KSOE.2024.059
ISSN
1225-0767
2287-6715
Abstract
<i>To minimize the production time of floating liquefied natural gas (FLNG) units, which are eco-friendly offshore structures, builders are exploring methods to extend the length of piperacks. This approach aims to reduce the number of installations and equipment required. In this study, a static stability analysis (in-place analysis) was conducted using the structural analysis computer system (SACS), a program for analyzing topside structures, to assess the effects of piperack enlargement. Two models were analyzed: the original piperack and a version with double the length. Both models were based on data from an existing FLNG unit, with identical environmental loads applied. The results showed that while relative displacement increased linearly with length, the stress did not follow the same linear pattern. However, stress levels in some braces at the base of the structure increased, indicating the need for larger structural members. From the perspective of in-place analysis, piperack enlargement appears feasible. However, further investigation, including fatigue analysis and assessments of operational and maintenance challenges, is recommended to confirm its long-term viability.</i>
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해양과학대학 (조선해양공학과)
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