Email this article Elasticity solution for a cantilever beam with exponentially varying properties
- Authors: Benguediab S.1, Tounsi A.1,2, Abdelaziz H.H.1,3, Meziane M.A.3
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Affiliations:
- Material and Hydrology Laboratory, Faculty of Technology, Civil Engineering Department
- Algerian National Thematic Agency of Research in Science and Technology (ATRST)
- University Ibn Khaldoun
- Issue: Vol 58, No 2 (2017)
- Pages: 354-361
- Section: Article
- URL: https://journals.rcsi.science/0021-8944/article/view/160816
- DOI: https://doi.org/10.1134/S0021894417020213
- ID: 160816
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Abstract
An analytical solution of a plane stress problem for a cantilever beam made of a functionally graded material subjected to uniform loading is constructed. The material is assumed to be isotropic with constant Poisson’s ratio and exponentially varying Young’s modulus through the beam thickness. Expressions for displacements, strains, and stresses are obtained.
About the authors
S. Benguediab
Material and Hydrology Laboratory, Faculty of Technology, Civil Engineering Department
Author for correspondence.
Email: benguediabs@yahoo.fr
Algeria, Sidi Bel Abbès
A. Tounsi
Material and Hydrology Laboratory, Faculty of Technology, Civil Engineering Department; Algerian National Thematic Agency of Research in Science and Technology (ATRST)
Email: benguediabs@yahoo.fr
Algeria, Sidi Bel Abbès; Sidi Bel Abbès
H. H. Abdelaziz
Material and Hydrology Laboratory, Faculty of Technology, Civil Engineering Department; University Ibn Khaldoun
Email: benguediabs@yahoo.fr
Algeria, Sidi Bel Abbès; Tiaret, 14000
M. A. A. Meziane
University Ibn Khaldoun
Email: benguediabs@yahoo.fr
Algeria, Tiaret, 14000
