1 |
Akinola, A. (2001), "An application of nonlinear fundamental problems of a transversely isotropic layer in finite deformation", Int. J. Nonlin. Mech., 91(3), 307-321.
|
2 |
An, C., Gu, J. and Su, J. (2015), "Exact solution of bending of clamped orthotropic rectangular thin plates", J. Braz. Soc. Mech. Sci. Eng., 38(2), 601-607.
|
3 |
Batista, M. (2010), "New analytic solution for bending problem of uniformly loaded rectangular plate supported on corner points", IES J. Part A: Civil Struct. Eng., 3(2), 462-474.
|
4 |
Fadodun, O.O. (2014), "Two-dimensional theory for a transversely isotropic thin plate in nonlinear elasticity", Ph.D. dissertation, Obafemi Awolowo University, Ile-Ife, Nigeria.
|
5 |
Imrak, E. and Fetvaci, C. (2009), "An exact solution of a clamped rectangular plate under uniform Load", Appl. Math. Sci., 1(43), 2129-2137.
|
6 |
Imrak, E. and Gerdemali, I. (2009), "The deflection solution of a clamped rectangular thin plate carrying uniformly load", Mech. Bas. Des. Struct. Mach., 37, 462-474
DOI
|
7 |
Lie, R., Zhong, Y. and Liu, Y. (2009), "On finite integral transform method for exact bending solutions of fully clamped orthtropic rectangular thin plates", Appl. Math. Lett., 22, 1821-1827.
DOI
|
8 |
Lychev, S.A., Lycheva, T.N. and Manzhirov, A.V. (2011), "Unsteady vibration of a growing circular plate", Mech. Solid., 46(2), 325-333.
DOI
|
9 |
Ventsel, E. and Krauthammer, T. (2001), Thin plate and shell theory, analysis and application, Marce Dekker, Inc., New York and Basel NY, USA.
|
10 |
Wu, H.J., Liu, A.Q. and Chen, H.L. (2007), "Exact solution for free-vibration analysis of rectangular plates using Bessel functions", J. Appl. Mech., 74, 1247-1251.
DOI
|
11 |
Zhang, C.C., Zhu, H.H., Shi, B. and Mei, G.X. (2014), "Bending of a rectangular plate resting on a fractionalized Zener foundation", Struct. Eng. Mech., 52(6), 1069-1084.
DOI
|
12 |
Zhong, Y., Zhao, X. and Liu, H. (2013), "Vibration of plate on foundation with four edges free by finite cosine integral transform method", Latin Am. J. Solid. Struct., 11(5), 854-862.
DOI
|