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Bending Response of Exponentially Graded Plates by a Meshless Method

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Abstract:

In the present paper, the higher order shear deformation theories of Touratier and Karama and meshless global collocation method based on the inverse multiquadric radial basis function are used to analyze the bending response of the exponentially graded plates. The material properties of the plates vary exponentially in the thickness direction. The present results are compared with three-dimensional elasticity solutions.

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Periodical:

Advanced Materials Research (Volume 787)

Pages:

1085-1088

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.787.1085

Citation:

Cite this paper

Online since:

September 2013

Authors:

Ying Tao Chen, Song Xiang

Keywords:

Deflection, Exponentially Graded Plates, Meshless, Radial Basis Function (RBF), Stress

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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References

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