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탈착계류시스템 반잠수식 무어링 풀리의 구조강도평가법에 관한 연구A Study on the Strength Evaluation Method of Submersible Mooring Pulleys for Detachable Mooring Systems

Other Titles
A Study on the Strength Evaluation Method of Submersible Mooring Pulleys for Detachable Mooring Systems
Authors
Park, ByoungjaeLee, Kang su
Issue Date
1월-2024
Publisher
한국풍력에너지학회
Citation
풍력에너지저널, v.15, no.1, pp 91 - 102
Pages
12
Journal Title
풍력에너지저널
Volume
15
Number
1
Start Page
91
End Page
102
URI
https://www.kriso.re.kr/sciwatch/handle/2021.sw.kriso/10402
DOI
10.3390/ma17020276
ISSN
2093-5099
2733-9467
Abstract
Rapid progress is being made in foundational technology research and engineering for the construction of floating offshore wind farms. There is active development of technology for detachable mooring systems, which have strengths in addressing maintenance issues that arise in floating offshore wind farms and enhance their economic viability. Conventional detachable mooring systems use Kenter links inserted into the middle of mooring chains, which require excessive time for retrieval by Anchor Handling Tug Supply (AHTS) vessels during detachment operations. Moreover, these operations pose risks of link damage and accidents. Therefore, there is a demand for the development of a new concept of detachable mooring systems. The proposed detachable mooring system in this study simultaneously integrates a fairlead chain stoppers (FCS) and submersible mooring pulleys (SMP), which enables all operations to be conducted on the AHTS vessel without underwater tasks. This study detailed the design and safety evaluation of the SMP, a core component of the detachable mooring system, based on the minimum breaking load (MBL) of selected mooring lines according to the capacity of the floating platform. It referenced international codes (AISC Specification for Structural Steel Buildings D5, Pin-Connected Members) for design verification and performed finite element analysis to evaluate the strength of major components in installation and operation scenarios. Additionally, procedures and techniques for evaluating the structural strength of components under uncertain boundary conditions were proposed.
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