Systematic Presentation of Ritz Variational Method for the Flexural Analysis of Simply Supported Rectangular Kirchhoff–Love Plates | Journal of Engineering Sciences

Systematic Presentation of Ritz Variational Method for the Flexural Analysis of Simply Supported Rectangular Kirchhoff–Love Plates

Author(s): Ike C. C.

Affilation(s): Enugu State University of Science and Technology, P.M.B. 01660, Enugu, Nigeria

*Corresponding Author’s Address: [email protected]

Issue: Volume 5; Issue 2 (2018)

Dates:
Paper received: April 8, 2018
The final version of the paper received: June 10, 2018
Paper accepted online: June 12, 2018

Citation:
Ike C. C. Systematic presentation of Ritz variational method for the flexural analysis of simply supported rectangular Kirchhoff–Love plates / C. C. Ike // Journal of Engineering Sciences. – Sumy : Sumy State University, 2018. – Volume 5, Issue 2. – P. D1-D5.

DOI: 10.21272/jes.2018.5(2).d1

Research Area: MECHANICAL ENGINEERING: Dynamics and Strength of Machines

Abstract. In this work, the Ritz variational method for solving the flexural problem of Kirchhoff–Love plates under transverse distributed load has been presented systematically in matrix form. An illustrative application of the matrix presentation was done for simply supported rectangular Kirchhoff–Love plate under uniformly distributed load. The application used a one term Ritz approximating displacement (coordinate, or basis) function. A one term Ritz approximate solutions obtained for center displacement of square plates showed a difference of 1.9 % from the exact solution for displacement. Solution obtained for the bending moment at the center showed a difference of 7.9 % from the exact solution for bending moment. The one term Ritz approximation for the maximum shear force showed a difference of –10.7 % from the exact solution. The results obtained for a one term Ritz approximation of the displacement shape function was reasonably close for practical purposes.

Keywords: Ritz variational method, Kirchhoff–Love plate, shape function, total potential energy, principle of minimization.

References:

  1. Ike, C. C., Nwoji, C. U., Ikwueze, E. U., & Ofondu, I. O. (2017). Bending analysis of simply supported Kirchhoff plates under linearly distributed transverse load. Explorematics Journal of Innovative Engineering and Technology, Vol. 1, No. 1, pp. 28–36.
  2. Ike, C. C., Nwoji, C. U., & Ofondu, I. O. (2017). Variational formulation of Mindlin plate equation and solution for deflection of clamped Mindlin plates. International Journal for Research in Applied Sciences and Engineering, Vol. 5, Issue 1, pp. 340–353.
  3. Nwoji, C. U., Onah, H. N., Mama B. O., & Ike, C. C. (2017). Theory of elasticity formulation of Mindlin plate equations. International Journal of Engineering and Technology, Vol. 9, No. 6, pp. 4344–4352, doi: 10.21817/ijet/2017/v9i6/170906074.
  4. Ike, C. C. (2017). Equilibrium method in the derivation of differential equations for homogeneous isotropic Mindlin plates. Nigerian Journal of Technology, Vol. 36, No. 2, pp. 346–350.
  5. Ike, C. C. (2017). Kantorovich Euler–Lagrange–Galerkin method for bending analysis of thin plates. Nigerian Journal of Technology, Vol. 36, No. 2, pp. 351–360.
  6. Mama, B. O., Nwoji, C. U., Ike, C. C., & Onah, H. N. (2017). Analysis of simply supported rectangular Kirchhoff plates by the finite Fourier sine transformation method. International Journal of Advanced Engineering Research, Vol. 4, Issue 3, pp. 285–291.
  7. Nwoji, C. U., Mama, B. O., Ike, C. C., & Onah, H. N. (2017). Galerkin–Vlasov method for the flexural analysis of rectangular Kirchhoff plates with clamped and simply supported edges. IOSR Journal of Mechanical and Civil Engineering, Vol. 14, Issue 2, pp. 61–74, doi: 10.9790/1654-1402.16174.
  8. Mindlin, R. D. (1951). Influence of rotary inertia and shear on flexural motions of isotropic elastic plates. Journal of Applied Mechanics, Vol. 18, No. 1, pp. 31–38.
  9. Reissner, E. (1945). The effect of transverse shear deformation on the bending of elastic plates. Journal of Applied Mechanics, Vol. 12, pp. 69–77.
  10. Aginam, C. H., Chidolue, C. A., & Ezeagu, C. A. (2012). Application of direct variational method in the analysis of isotropic thin rectangular plates. ARPN Journal of Engineering and Applied Sciences, Vol. 7, No. 9, pp. 1128–1138.
  11. Eze, J. C., Ibearugbulem, O. M., & Onyechere, C. I. (2013). Pure bending analysis of thin rectangular flat plates using ordinary finite difference method. International Journal of Emerging Technology and Advanced Engineering, Vol. 3, Issue 3, pp. 20–23.
  12. Timoshenko, S., & Woinowsky-Krieger (1959). Theory of plates and shells. McGraw Hill, Tokyo.

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