TECHNICAL PAPERS
May 1, 1999

Discretized Subregion Variational Principle for Dynamic Substructuring

Publication: Journal of Engineering Mechanics
Volume 125, Issue 5

Abstract

The purpose of this paper is to derive and apply the relationships of the dynamic substructure synthesis method, based on the subregion variational principle of elastodynamics in discrete form. Two theorems are derived for discretized systems and are used to demonstrate the interface compatibility condition of dynamic substructure synthesis. This enables the dynamic substructure synthesis method to be derived from the subregion variational principle. A complete modal expansion is used to derive the residual modes for both the free and fixed interface methods. The alternative formulations of the hybrid, free interface, and fixed interface methods, as well as Guyan-Irons reduction, are shown by coordinate transformations to be degenerate cases. These cases are all reasonable representations of the Rayleigh-Ritz method, and if they use constraint modes and/or attachment modes, good convergence can be assured because the static modes are included in the substructure reduction. The relationships between these cases are explored, and illustrative examples are solved.

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References

1.
Bamford, R. M. ( 1966). “A modal combination program for dynamic analysis of structures.” Tech. Memo. 33-290, Jet Propulsion Laboratory, Pasadena, Calif.
2.
Chien, W. Z. ( 1980). Variational methods and finite elements. China Academic Publishers, Beijing (in Chinese).
3.
Craig, R. R., Jr. and Bampton, M. C. C. ( 1968). “Coupling of substructures for dynamic analyses.” J. AIAA, 6(7), 1313–1319.
4.
Craig, R. R., Jr. and Chang, C. J. ( 1976). “Free-interface methods of substructure coupling for dynamic analysis.” J. AIAA, 14(11), 1632–1635.
5.
Hou, S. N. ( 1969). “Review of modal synthesis techniques and a new approach.” Shock and Vibr. Bull., 40(4), 25–31.
6.
Hu, H. C. ( 1981). Variational principles in elasticity with applications. Science Press, Academic Publishers, Beijing.
7.
Hurty, W. C. (1960). “Vibration of structure systems by component mode synthesis.”J. Engrg. Mech. Div., ASCE, 96(4), 51–69.
8.
Hurty, W. C. ( 1965). “Dynamic analysis of structural systems by component modes.” J. AIAA, 3(4), 678–685.
9.
Long, Y. Q. ( 1981). “Subregion generalized variational principles in elasticity.” Shanghai J. Mech., 2(2), 1–9 (in Chinese).
10.
MacNeal, R. H. ( 1971). “A hybrid method of component mode synthesis.” Comp. and Struct., 1(4), 581–601.
11.
Oden, J. T., and Reddy, J. N. ( 1975). Variational methods in theoretical mechanics, 1st Ed., Springer, New York.
12.
Rubin, S. ( 1975). “Improved component-mode representation for structural dynamic analysis.” J. AIAA, 13(8), 995–1006.
13.
Wang, W. L., and Liu, Y. M. J. ( 1988). “Freely constrained technique of mode synthesis.” J. Vib. Engrg., 1(4), 11–18.
14.
Washizu, K. ( 1982). Variational methods in elasticity and plasticity. 3rd Ed., Pergamon, New York.
15.
Xing, J. T., and Zheng, Z. C. ( 1983). “A study of mode synthesis methods based on variational principles for dynamic elasticity.” Acta Mechanica Solida Sinica, 2, 250–257 (in Chinese).
16.
Xing, J. T., and Zheng, Z. C. ( 1992). “Some general theorems and generalized and piecewise generalized variational principles for linear elastodynamics.” Appl. Math. and Mech., 13(9), 18–24.
17.
Zheng, Z. C. ( 1982). “The study on vibration of complex structure systems by component mode synthesis techniques.” J. Vib. and Shock, 1(1), 28–36 (in Chinese).
18.
Zheng, Z. C., and Wu, N. P. ( 1992). “Dynamic analysis of the large rotor-foundation-soil system.” C. J. Appl. Mech., 9(1), 1–9.
19.
Zheng, Z. C., and Xing, J. T. ( 1990). “Generalized sub-region mixed and hybrid variational principles in nonlinear elastodynamics.” Acta Mechanica Solida Sinica, 3(2), 15–21 (in Chinese).
20.
Zheng, Z. C., and Zhao, G. Q. ( 1991). “Generalized variational principles in non-linear elastodynamics with six independent fields.” Advances in engineering mechanics, D. Zhu, Ed., Peking University Press, Beijing, China.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 5May 1999
Pages: 504 - 512

History

Published online: May 1, 1999
Published in print: May 1999

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Authors

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Prof., Dept. of Engrg. Mech., Tsinghua Univ., Beijing 100084, People's Republic of China; currently, Visiting Prof., Cardiff Univ., P.O. Box 686, Cardiff CF2 3TB, U.K. E-mail: [email protected]
Sr. Engr., Technol. Applications, Am. Bureau of Shipping, World Trade Ctr., 106th Floor, New York, NY 10048. E-mail: [email protected]
Prof., School of Engrg., Cardiff Univ., P.O. Box 686, Cardiff CF2 3TB, U.K.; corresponding author. E-mail: [email protected]

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