Time-domain hydroelastic analysis with efficient load estimation for random waves

被引:18
|
作者
Kang, H. Y. [1 ]
Kim, M. H. [1 ]
机构
[1] Texas A&M Univ, Dept Ocean Engn, College Stn, TX 77843 USA
关键词
Random-sea hydroelasticity; Direct time-domain hydroelastic structural analysis; Numerical hammer test and deformation resonance; Distributive convolution loads; Irregular shear forces and bending moments; VLFS; RESPONSES; FEM;
D O I
10.1016/j.ijnaoe.2016.09.006
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Hydroelastic interactions of a deformable floating body with random waves are investigated in time domain. Both hydroelastic motion and structural dynamics are solved by expansion of elastic modes and Fourier transform for the random waves. A direct and efficient structural analysis in time domain is developed. In particular, an efficient way of obtaining distributive loads for the hydrodynamic integral terms including convolution integral by using Fubini theory is explained. After confirming correctness of respective loading components, calculations of full distributions of loads in random waves are expedited by reformulating all the body loading terms into distributed forms. The method is validated by extensive convergence tests and comparisons against the counterparts of the frequency-domain analysis. Characteristics of motion/deformation responses and stress resultants are investigated through a parametric study with varying bending rigidity and types of random waves. Relative contributions of componential loads are identified. The consequence of elastic-mode resonance is underscored. Copyright (C) 2016 Society of Naval Architects of Korea. Production and hosting by Elsevier B.V.
引用
收藏
页码:266 / 281
页数:16
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