TY - JOUR
T1 - Coupled Hydrodynamics and FEM Simulation of Catamaran Pontoon
AU - Mursid, Ocid
AU - Malau, Karno
AU - Yudo, Hartono
AU - Tuswan,
AU - Hakim, Muhammad Luqman
AU - Firdhaus, Ahmad
AU - Trimulyono, Andi
AU - Iqbal, Muhammad
N1 - Publisher Copyright:
© Chinese Ocean Engineering Society and Springer-Verlag GmbH Germany, part of Springer Nature 2025.
PY - 2025/2
Y1 - 2025/2
N2 - 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.
AB - 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.
KW - coupled simulation
KW - finite element method
KW - hydrodynamics
KW - working pontoon
UR - http://www.scopus.com/inward/record.url?scp=105000148450&partnerID=8YFLogxK
U2 - 10.1007/s13344-025-0014-9
DO - 10.1007/s13344-025-0014-9
M3 - Article
AN - SCOPUS:105000148450
SN - 0890-5487
VL - 39
SP - 179
EP - 189
JO - China Ocean Engineering
JF - China Ocean Engineering
IS - 1
ER -