TY - GEN
T1 - An analytical and computational study of the low frequency dynamic responses of a submerged hull
AU - Zhang, C.
AU - Peters, H.
AU - Kessissoglou, N.
AU - Caresta, M.
AU - Chen, M.
AU - Marburg, S.
PY - 2012
Y1 - 2012
N2 - This paper studies the low frequency vibrational behaviour of a submerged hull. The submerged hull is modelled as a finite fluid-loaded cylindrical shell closed at each end by circular plates. The external pressure acting on the hull due to the fluid loading is analytically calculated using an infinite model. Three load excitation cases of the hull are considered. The effect of the individual circumferential modes, in particular, the breathing and bending modes, on the hull structural responses is studied. A more complex hull model including stiffeners and bulkheads is then examined. Results from the analytical models are compared to computational results obtained from a fully coupled finite element/boundary element model. The elastic structure is modelled using quadratic finite shell elements while the model for the infinitely extended fluid domain is represented by linear boundary elements. The two-way fluid structure interaction between the structure and fluid is taken into account using a Mortar coupling scheme.
AB - This paper studies the low frequency vibrational behaviour of a submerged hull. The submerged hull is modelled as a finite fluid-loaded cylindrical shell closed at each end by circular plates. The external pressure acting on the hull due to the fluid loading is analytically calculated using an infinite model. Three load excitation cases of the hull are considered. The effect of the individual circumferential modes, in particular, the breathing and bending modes, on the hull structural responses is studied. A more complex hull model including stiffeners and bulkheads is then examined. Results from the analytical models are compared to computational results obtained from a fully coupled finite element/boundary element model. The elastic structure is modelled using quadratic finite shell elements while the model for the infinitely extended fluid domain is represented by linear boundary elements. The two-way fluid structure interaction between the structure and fluid is taken into account using a Mortar coupling scheme.
UR - https://www.scopus.com/pages/publications/84906344803
M3 - Conference contribution
AN - SCOPUS:84906344803
SN - 9781622768257
T3 - International Conference on Noise and Vibration Engineering 2012, ISMA 2012, including USD 2012: International Conference on Uncertainty in Structure Dynamics
SP - 4243
EP - 4254
BT - International Conference on Noise and Vibration Engineering 2012, ISMA 2012, including USD 2012
PB - Katholieke Universiteit Leuven
T2 - 25th International Conference on Noise and Vibration engineering, ISMA2012 in conjunction with the 4th International Conference on Uncertainty in Structural Dynamics, USD 2012
Y2 - 17 September 2012 through 19 September 2012
ER -