An Efficient Shear Deformation Beam Theory Based on Neutral Surface Position for Bending and Free Vibration of Functionally Graded Beams#

By Latifa Ould Larbi, Abdelhakim Kaci, Mohammed Sid Ahmed Houari, Abdelouahed Tounsi. 2013

200 citations recorded by the source corpus.

In this article, an efficient shear deformation beam theory based on neutral surface position is developed for bending and frees vibration analysis of functionally graded beams. The theory accounts for hyperbolic distribution of the transverse shear strains and satisfies the zero traction boundary conditions on the surfaces of the beam without using shear correction factors. The neutral surface position for a functionally graded beam in which its material properties vary in the thickness direction is determined. Based on the present higher order shear deformation beam theory and the neutral surface concept, the equations of motion are derived from Hamilton's principle. The accuracy of the present solutions is verified by comparing the obtained results with the existing solutions. It can be concluded that the present theory is not only accurate but also simple in predicting the bending and vibration behavior of functionally graded beams.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/3db4cb260cc4984ee2d3459355b0c11a5141706c

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In Civil and Structural Engineering

  1. Abdelouahed Tounsi
  2. Mohammed Sid Ahmed Houari
  3. S. R. Mahmoud
  4. E. A. Adda Bedia
  5. Abdelhakim Kaci
  6. Ismahene Belkorissat
  7. M. Bourada
  8. K. H. Benrahou

In Mechanics of Materials

  1. Abdelouahed Tounsi
  2. Mohammed Sid Ahmed Houari
  3. S. R. Mahmoud
  4. E. A. Adda Bedia
  5. Ismahene Belkorissat
  6. Abdelhakim Kaci
  7. Mama Ahouel
  8. Farzad Ebrahimi

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