Abstract
The perturbation method and finite strip method are combined to solve the large deflection bending problems of rectangular plates. Perturbation method is used to reduce the nonlinear differential equations into a series of linear differential equations. The finite strip method is then employed to tackle these linear equations. Some calculation examples are compared with those got by other methods.
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References
Cheung. Y. K.,Finite Strip Method in Structural Analysis, Pergamoan Press (1976).
Cheung, Y. K.,Proc. Int. Conf. Finite Element Method, Ed G. He and Cheung, Y. K., Science Press, Beijing (1982), 36–49.
Chien, W. Z. and K. Y. Yeh,Proc. 9th Int. Congr. Theo. Appl. Mech.,41 (1957), 403–412.
Chia, C. Y.,Nonlinear Analysis of Plates, McGraw-Hill Co. (1980).
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Dedicated to the Tenth Anniversary and One Hundred Numbers ofAMM (I)
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Xu-ming, S., Zu-wu, Z. Large deflection analysis of rectangular plates by combined perturbation and finite strip method. Appl Math Mech 12, 55–59 (1991). https://doi.org/10.1007/BF02018067
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DOI: https://doi.org/10.1007/BF02018067