Simulation of unsteady oceanic cable deployment by direct integration with suppression
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A high accurate hamiltonian nodal position finite element method for spatial cable structures undergoing long-term large overall motion
2019, Communications in Nonlinear Science and Numerical SimulationCitation Excerpt :Axial and bending deformation were neglected. Sun et al. [8] introduced a stable Newmark-like implicit integration scheme to solve the dynamics of cable motion. Polachek et al. [9] formulated the dynamics of an immersed elastic cable by the lumped parameter method.
Finite element modeling of a single-point multi-segment mooring in water waves
2018, Ocean EngineeringCitation Excerpt :Chiou and Leonard (1991) use simple backward finite differences. Sun et al. (1994) use the generalized trapezoidal rule, a first-order variant of the Newmark method. A popular finite difference scheme is the second-order accurate box method, in which the governing equations are discretized on the half-grid point in both space and time.
Time-domain numerical simulation of ocean cable structures
2006, Ocean EngineeringApplication of the generalized-α method to the time integration of the cable dynamics equations
2001, Computer Methods in Applied Mechanics and EngineeringLarge angular motions of tethered surface buoys
2000, Ocean EngineeringInfluence factors of marine towing cable’s steady-state configuration and vibration characteristics
2023, Chuan Bo Li Xue/Journal of Ship Mechanics
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