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A simple and accurate mixed FE-DQ formulation for free vibration of rectangular and skew Mindlin plates with general boundary conditions

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Abstract

A simple and accurate mixed finite element-differential quadrature formulation is proposed to study the free vibration of rectangular and skew Mindlin plates with general boundary conditions. In this technique, the original plate problem is reduced to two simple bar (or beam) problems. One bar problem is discretized by the finite element method (FEM) while the other by the differential quadrature method (DQM). The mixed method, in general, combines the geometry flexibility of the FEM and high accuracy and efficiency of the DQM and its implementation is more easier and simpler than the case where the FEM or DQM is fully applied to the problem. Moreover, the proposed formulation is free of the shear locking phenomenon that may be encountered in the conventional shear deformable finite elements. A simple scheme is also presented to exactly implement the mixed natural boundary conditions of the plate problem. The versatility, accuracy and efficiency of the proposed method for free vibration analysis of rectangular and skew Mindlin plates are tested against other solution procedures. It is revealed that the proposed method can produce highly accurate solutions for the natural frequencies of rectangular and skew Mindlin plates with general boundary conditions.

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References

  1. Cheung YK (1968) The finite strip method in the analysis of elastic plates with two opposite simply supported ends. Proc Inst Civ Eng 40:1–7

    Article  Google Scholar 

  2. Cheung YK (1976) Finite strip method in structural analysis. Pergamon Press, Oxford

    MATH  Google Scholar 

  3. Cheung MS, Li W, Chidiac SE (1996) Finite strip analysis of bridges. E&FN Spon, New York

    Google Scholar 

  4. Eftekhari SA, Jafari AA (2012) Mixed finite element and differential quadrature method for free and forced vibration and buckling analysis of rectangular plates. Appl Math Mech 33(1):81–98

    Article  MathSciNet  Google Scholar 

  5. Eftekhari SA, Jafari AA (2012) A novel and accurate Ritz formulation for free vibration of rectangular and skew plates. ASME J Appl Mech 79(6):064504

    Article  MathSciNet  Google Scholar 

  6. Mindlin RD (1945) Influence of rotary inertia and shear deformation on the bending of elastic plates. ASME J Appl Mech 12:69–76

    Google Scholar 

  7. Rao SS (2007) Vibration of continuous systems. Wiley, Hoboken

    Google Scholar 

  8. Reddy JN (1993) An introduction to the finite element method, 2nd edn. McGraw-Hill, New York

    Google Scholar 

  9. Bellman RE, Casti J (1971) Differential quadrature and long term integrations. J Math Anal Appl 34:235–238

    Article  MathSciNet  MATH  Google Scholar 

  10. Bert CW, Malik M (1996) Differential quadrature method in computational mechanics: A review. ASME Appl Mech Rev 49:1–28

    Article  Google Scholar 

  11. Shu C (2000) Differential quadrature and its application in engineering. Springer, New York

    Book  MATH  Google Scholar 

  12. Eftekhari SA, Farid M, Khani M (2009) Dynamic analysis of laminated composite coated beams carrying multiple accelerating oscillators using a coupled finite element-differential quadrature method. ASME J Appl Mech 76:061001

    Article  Google Scholar 

  13. Khalili SMR, Jafari AA, Eftekhari SA (2010) A mixed Ritz-DQ method for forced vibration of functionally graded beams carrying moving loads. Compos Struct 92(10):2497–2511

    Article  Google Scholar 

  14. Eftekhari SA, Khani M (2010) A coupled finite element-differential quadrature element method and its accuracy for moving load problem. Appl Math Model 34:228–237

    Article  MathSciNet  MATH  Google Scholar 

  15. Jafari AA, Eftekhari SA (2011) A new mixed finite element-differential quadrature formulation for forced vibration of beams carrying moving loads. ASME J Appl Mech 78(1):011020

    Article  Google Scholar 

  16. Jafari AA, Eftekhari SA (2011) An efficient mixed methodology for free vibration and buckling analysis of orthotropic rectangular plates. Appl Math Comput 218:2672–2694

    Article  MathSciNet  Google Scholar 

  17. Eftekhari SA, Jafari AA (2012) A mixed method for free and forced vibration of rectangular plates. Appl Math Model 36:2814–2831

    Article  MathSciNet  MATH  Google Scholar 

  18. Zienkiewicz OC, Taylor RL (2000) The finite element method, 5th edn. McGraw-Hill, New York

    MATH  Google Scholar 

  19. Liew KM, Xiang Y, Kitipornchai S (1993) Transverse vibration of thick rectangular plates. I. Comprehensive sets of boundary conditions. Comput Struct 49:1–29

    Article  Google Scholar 

  20. Lim CW, Liew KM, Kitipornchai S (1998) Numerical aspects for free vibration of thick plates, Part I: Formulation and verification. Comput Methods Appl Mech Eng 156:15–29

    Article  ADS  MATH  Google Scholar 

  21. Manna MC (2005) Free vibration analysis of isotropic rectangular plates using a high-order triangular finite element with shear. J Sound Vib 281:235–259

    Article  ADS  Google Scholar 

  22. Hou YS, Wei GW, Xiang Y (2005) DSC-Ritz method for the vibration analysis of Mindlin plates. Int J Numer Methods Eng 62:262–288

    Article  MATH  Google Scholar 

  23. Xiang Y, Lai SK, Zhou L (2010) DSC-element method for free vibration analysis of rectangular Mindlin plates. Int J Mech Sci 52(4):548–560

    Article  Google Scholar 

  24. Hashemi SH, Arsanjani M (2005) Exact characteristic equations for some of classical boundary conditions of vibrating moderately thick rectangular plates. Int J Solids Struct 42:819–853

    Article  MATH  Google Scholar 

  25. Sheikh AH, Haldar S, Sengupta D (2002) Vibration of plates in different situations using a high-precision deformable element. J Sound Vib 253:329–345

    Article  ADS  Google Scholar 

  26. Xiang Y, Wei GW (2002) Exact solutions for vibration of multi-span rectangular Mindlin plates. ASME J Vib Acoust 124:545–551

    Article  Google Scholar 

  27. Liew KM, Xiang Y, Kitipornchai S (1993) Transverse vibration of thick rectangular plates. II. Inclusion of oblique internal line supports. Comput Struct 49:31–58

    Article  Google Scholar 

  28. McGee OG, Graves WD, Butalia TS, Owings MI (1994) Natural vibrations of shear deformable rhombic plates with clapmed and free edge conditions. Comput Struct 53(3):679–694

    Article  MATH  Google Scholar 

  29. Liew KM, Xiang Y, Kitipornchai S, Wang CM (1993) Vibration of thick skew plates based on Mindlin shear deformation plate theory. J Sound Vib 168:39–69

    Article  ADS  MATH  Google Scholar 

  30. Woo KS, Hong CH, Basu PK, Seo CG (2003) Free vibration of skew Mindlin plates by p-version of F.E.M. J Sound Vib 268:637–656

    Article  ADS  Google Scholar 

  31. Singh B, Saxena V (1997) Transverse vibration of skew plates with variable thickness. J Sound Vib 206:1–13

    Article  ADS  Google Scholar 

  32. Leung AYT, Zhu B (2004) Comments on “Free vibration of skew Mindlin plates by p-version of F.E.M.”. J Sound Vib 278:699–703

    Article  ADS  Google Scholar 

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Eftekhari, S.A., Jafari, A.A. A simple and accurate mixed FE-DQ formulation for free vibration of rectangular and skew Mindlin plates with general boundary conditions. Meccanica 48, 1139–1160 (2013). https://doi.org/10.1007/s11012-012-9657-8

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