PERIODIC-RESPONSE TO FLUID LOADING OF SINGLE-DEGREE OF FREEDOM SYSTEMS WITH STIFFNESS NONLINEARITY

Authors
Citation
Ak. Basu, PERIODIC-RESPONSE TO FLUID LOADING OF SINGLE-DEGREE OF FREEDOM SYSTEMS WITH STIFFNESS NONLINEARITY, Ocean engineering, 25(6), 1998, pp. 465-479
Citations number
6
Categorie Soggetti
Engineering, Civil","Water Resources","Engineering, Marine
Journal title
ISSN journal
00298018
Volume
25
Issue
6
Year of publication
1998
Pages
465 - 479
Database
ISI
SICI code
0029-8018(1998)25:6<465:PTFLOS>2.0.ZU;2-5
Abstract
The paper considers single-degree of freedom systems with a nonlinear restoring force and subjected to periodic fluid loading due to waves a nd currents. The desired number of displacement harmonics are found in the frequency domain using two alternative iterative schemes both of which are based on the Newton-Raphson method and involve an explicit d escription of both the nonlinear restoring force and the relative velo city-squared drag loading in the time domain. The first option, called the multi-diagonal Jacobian method (MDJM), uses essentially the full Jacobian, whereas the second option, the single-diagonal Jacobian meth od (SDJM), uses only the main diagonal of the Jacobian. It is shown th at the SDJM involves adding an artificial stiffness and an artificial damping to the system. The methods have been implemented for the parti cular case of cubic nonlinearity, which corresponds to the Duffing equ ation with linear viscous damping, and a nonlinear fluid loading which may have a non-zero mean. The results have been validated primarily b y noting that the residual load at convergence is negligibly small and , for a selected number of cases, also by comparison with the results of the Runge-Kutta-Nystrom time integration. For the system parameters considered here, both the schemes showed good convergence properties. However, as the SDJM needs much less computation per iteration than t he MDJM, it works out to be the method of choice. (C) 1998 Elsevier Sc ience Ltd.