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作 者:Ocid Mursid Karno Malau Hartono Yudo Tuswan Muhammad Luqman Hakim Ahmad Firdhaus Andi Trimulyono Muhammad Iqbal
机构地区:[1]Department of Naval Architecture,Universitas Diponegoro,Semarang 50275,Indonesia [2]PT.Limov Power Structure,Tangerang 15322,Indonesia [3]Department of Naval Architecture,Ocean and Marine Engineering,University of Strathclyde,Glasgow G40LZ,UK
出 处:《China Ocean Engineering》2025年第1期179-189,共11页中国海洋工程(英文版)
基 金:financially supported by the Riset Pengembangan dan Penerapan(RPP),Diponegoro University 2023 research scheme with contract number 609-18/UN7.D2/PP/VIII/2023.
摘 要:Shallow water infrastructure needs to support increased activity on the shores of Semarang.This study chooses several pontoons because of their good stability,rolling motion,and more expansive space.A coupled simulation method consisting of hydrodynamic and structural calculations has been used to evaluate a catamaran pontoon’s motion and structural integrity.Four different space sizes are set for the pontoon system:5 m,5.5 m,6 m,and 6.5 m.The frequency domain shows that the pontoon space affects the RAO in wave periods ranging from 3 s to 5 s.At wave periods of 3 s,4 s,and 5 s,the pontoon space significantly affects the maximum motion and chain tension parameter values,which are evaluated via time domain simulation.The critical stress of the pontoon is shown at a wave period of 5 s for 5 m and 5.5 m of pontoon space,which shows that the stress can reach 248 MPa.
关 键 词:coupled simulation working pontoon HYDRODYNAMICS finite element method
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