Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.oceaneng.2013.10.004
Title: Time domain modeling of a dynamic impact oscillator under wave excitations
Authors: Chen, M.
Eatock Taylor, R. 
Choo, Y.S.
Keywords: Bifurcation diagram
Cummins equation
Float-over
Impact map
Poincaré map
State-space model
Time domain model
Wave-induced impact
Issue Date: 15-Jan-2014
Citation: Chen, M., Eatock Taylor, R., Choo, Y.S. (2014-01-15). Time domain modeling of a dynamic impact oscillator under wave excitations. Ocean Engineering 76 : 40-51. ScholarBank@NUS Repository. https://doi.org/10.1016/j.oceaneng.2013.10.004
Abstract: This paper establishes a methodology for analyzing the dynamics of a wave-induced impact model, with emphasis on the modeling of float-over installations. The time domain model described by the Cummins equation provides an attractive way of analyzing the dynamics of marine structures with nonlinear effects. By replacing the time-consuming convolution terms, the resulting model is very efficient in dealing with nonlinear problems. The established time domain model is applied to investigate Leg Mating Unit (LMU) impacts during a float-over operation by considering the heaving motions of the whole system. Both a one-body system (considering that barge and deck move as one rigid body) and a two-body system (barge and deck moving separately) are considered in this paper. The techniques of impact maps, Poincaré maps, bifurcation diagrams and phase portraits are used to investigate the motion characteristics of the barge-deck system undergoing vertical impacts with the substructure. © 2013 Published by Elsevier Ltd.
Source Title: Ocean Engineering
URI: http://scholarbank.nus.edu.sg/handle/10635/59236
ISSN: 00298018
DOI: 10.1016/j.oceaneng.2013.10.004
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