Method of Updating the Cholesky Factorization for Structural Reanalysis with Added Degrees of Freedom
Publication: Journal of Engineering Mechanics
Volume 140, Issue 2
Abstract
This paper deals with structural static reanalysis with added degrees of freedom. An efficient reanalysis method is proposed. The Cholesky factorization of the stiffness matrix corresponding to the newly added degrees of freedom is completed first, and then the algorithm of updating the Cholesky factorization following a rank-one modification is employed to obtain the factorization of the stiffness matrix for the modified structure. The method preserves the ease of implementation. Numerical examples show that the calculated results of the proposed method are the same as those of direct analysis, while the computational times can be reduced significantly.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The work was partially supported by the National Natural Science Foundation of China (Grant Nos. 11072085 and 51005096) and the Fundamental Research Funds for the Central Universities.
References
Abu Kassim, A. M., and Topping, B. H. V. (1987). “Static reanalysis: A review.” J. Struct. Eng., 1029–1045.
Akgün, M. A., Garcelon, J. H., and Haftka, R. T. (2001). “Fast exact linear and non-linear structural reanalysis and the Sherman-Morrison-Woodbury formulas.” Int. J. Numer. Methods Eng., 50(7), 1587–1606.
Barthelemy, J. F. M., and Haftka, R. T. (1993). “Recent advances in approximation concepts for optimum structural design.” Optimization of large structural systems, G. I. N. Rozvany, ed., Kluwer, Dordrecht, Netherlands, 235–256.
Chen, S. H., Huang, C., and Liu, Z. (1998). “Structural approximate reanalysis for topological modifications by finite element systems.” AIAA J., 36(9), 1760–1762.
Gill, P. E., Golub, G. H., Murray, W., and Saunders, M. A. (1974). “Methods for modifying matrix factorizations.” Math. Comput., 28(126), 505–535.
HP Visual Fortran 6.5 [Computer software]. Palo Alto, CA, Hewlett-Packard.
Kirsch, U. (2003). “Design-oriented analysis of structures—Unified approach.” J. Eng. Mech., 264–272.
Kirsch, U. (2008). Reanalysis of structures, Springer, Dordrecht, Netherlands.
Kirsch, U., and Liu, S. (1997). “Structural reanalysis for general layout modifications.” AIAA J., 35(2), 382–388.
Kirsch, U., and Papalambros, P. Y. (2001). “Structural reanalysis for topological modifications—A unified approach.” Struct. Multidisciplin. Optim., 21(5), 333–344.
Koh, C. G., Ang, K. K., and Xu, R. (1997). “An eigen-force method for finite element analysis and reanalysis.” Int. J. Numer. Methods Eng., 40(5), 777–796.
Li, Z. G., Lim, C. W., and Wu, B. S. (2008). “A comparison of several reanalysis methods for structural layout modifications with added degrees of freedom.” Struct. Multidisciplin. Optim., 36(4), 403–410.
Liu, H. F., Wu, B. S., Lim, C. W., and Li, Z. G. (2012). “An approach for structural static reanalysis with unchanged number of degrees of freedom.” Struct. Multidisciplin. Optim., 45(5), 681–692.
Rao, S. S. (2004). The finite element method in engineering, 4th Ed., Butterworth-Heinemann, Boston.
Rong, T. Y., and Lü, A. Q. (1994). “Theory and method of structural variations of finite element systems.” AIAA J., 32(9), 1911–1919.
Terdalkar, S. S., and Rencis, J. J. (2006). “Graphically driven interactive finite element stress reanalysis for machine elements in the early design stage.” Finite Elem. Anal. Des., 42(10), 884–899.
Wu, B. S., and Li, Z. G. (2001). “Approximate reanalysis for modifications of structural layout.” Eng. Struct., 23(12), 1590–1596.
Wu, B. S., and Li, Z. G. (2005). “Reanalysis of structural modifications due to removal of degrees of freedom.” Acta Mech., 180(1–4), 61–71.
Wu, B. S., and Li, Z. G. (2006). “Static reanalysis of structures with added degrees of freedom.” Commun. Numer. Methods Eng., 22(4), 269–281.
Yang, X. Y., Xie, Y. M., and Steven, G. P. (2005). “Evolutionary methods for topology optimisation of continuous structures with design dependent loads.” Comput. Struct., 83(12–13), 956–963.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Oct 26, 2012
Accepted: May 2, 2013
Published online: May 4, 2013
Published in print: Feb 1, 2014
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.