An Approach for Transient Response Calculation of large Nonproportionally Damped Structures using Component Mode Synthesis

A minimal complexity version of component mode synthesis is presented that requires simplified computer programming, but still provides adequate accuracy for modeling lower eigenproperties of large structures and their transient responses. The novelty is that a structural separation into components is done along a plane/surface that exhibits rigid-like behavior, thus only normal modes of each component is sufficient to use, without computing any constraint, attachment, or residual-attachment modes. The approach requires only such input information as a few (lower) natural frequencies and corresponding undamped normal modes of each component. A novel technique is shown for formulation of equations of motion, where a double transformation to generalized coordinates is employed and formulation of nonproportional damping matrix in generalized coordinates is shown.




References:
[1] Hurty W.C. Dynamic analysis of structural systems using component
modes, AIAA Journal, 1965; 3 (4): 678--685.
[2] Craig R.R. and Bampton M.C., Coupling of Substructures for Dynamic
Analysis, AIAA Journal, 1968; 6 (7): 1313ÔÇö1319.
[3] Craig R.R. and Ni Z. Component mode synthesis for model order
reduction of nonclassically damped systems, Journal of Guidance,
Control and Dynamics, 1989; 12 (4): 577--584.
[4] Muravyov A.A., Hutton S.G. Component mode synthesis for
nonclassically damped structures, AIAA Journal, 1996; 34 (8): 664--
1670.
[5] Goldman R.L., Vibration Analysis by Dynamic Partitioning, AIAA
Journal, 1969; 7(6): 1152ÔÇö1154.
[6] Hintz R.M., Analytical Methods in Component Modal Synthesis, AIAA
Journal, 1975; 13(8): 1007ÔÇö1016.
[7] Dowell E.H., Free Vibrations of an Arbitrary Structure in Terms of
Component Modes, Journal of Applied Mechanics, 1972; Vol. 39: 727ÔÇö
732.
[8] Hasselman T.K., Kaplan A., Dynamic Analysis of Large Systems by
Complex Mode Synthesis, Journal of Dynamic Systems, Measurement,
and Control, 1974; Vol. 96, Series G: 327ÔÇö333.
[9] B. Yin, W. Wang, Y. Jin, "The application of component mode synthesis
for the dynamic analysis of complex structures using ADINA",
Computers and Structures, 64, 931-938, 1997.
[10] Hou S., Review of Modal Synthesis by Dynamic Partitioning, The Shock
and Vibration Bulletin, 1969; No. 40, pt. 4; 25ÔÇö39.
[11] MacNeal R.H., A Hybrid Method of Component Mode Synthesis,
Journal of Computers and Structures, 1971; 1(4): 581ÔÇö601.
[12] Rubin S., Improved Component-Mode Representation for Structural
Dynamic Analysis, AIAA Journal, 1975; 13(8): 995ÔÇö1006.
[13] M.P. Singh, L.E. Suarez, "Dynamic condensation with synthesis of
substructure Eigenproperties", Joumal of Sound and Vibration, 159, 139-
155, 1992.
[14] J.H. Kang, Y.Y. Kim, "Field-consistent higher-order free-interface
component mode synthesis", International Journal for Numerical
Methods in Engineering, 50, 595-610, 2001.
[15] B. Biondi, G. Muscolino, "Component-mode synthesis methods variants
in the dynamics of coupled structures", Meccanica, 35, 17-38, 2000.
[16] J.B. Qiu, Z.G. Ying, F.W. Williams, "Exact modal synthesis techniques
using residual constraint modes", International Journal for Numerical
Methods in Engineering, 40, 2475-2492, 1997.
[17] A. de Kraker, D.H. van Campen, "Rubin's CMS reduction method for
general state-space models", Computers and Structures, 58, 597-060,
1996.
[18] C. Farhat, M.Geradin, "On a component mode synthesis method and its
application to incompatible substructures", Computers and Structures,
51, 459-473, 1994.
[19] Muravyov A.A. Forced vibration responses of a viscoelastic structure,
Journal of Sound and Vibration, 1998; 218 (5): 892--907.
[20] Nicol T. (editor) UBC Matrix book (A guide to solving matrix
problems), Computing Centre, University of British Columbia, 1982;
Vancouver, B.C., Canada..