[KSCI] Korea Science Citation Index Service

http://dx.doi.org/10.12989/was.2019.28.1.019

Dynamic investigation of porous functionally graded beam using a sinusoidal shear deformation theory

Bourada, Fouad (Departement de Genie Civil, Institut de Technologie, Centre Universitaire de Ain Temouchent)
Bousahla, Abdelmoumen Anis (Laboratoire de Modelisation et Simulation Multi-echelle, Departement de Physique, Faculte des Sciences Exactes, Departement de Physique, Universite de Sidi Bel Abbes)
Bourada, Mohamed (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department)
Azzaz, Abdelghani (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department)
Zinata, Amina (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department)
Tounsi, Abdelouahed (Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department)

Publication Information

Wind and Structures / v.28, no.1, 2019 , pp. 19-30 More about this Journal

Abstract

This article present the free vibration analysis of simply supported perfect and imperfect (porous) FG beams using a high order trigonometric deformation theory. It is assumed that the material properties of the porous beam vary across the thickness. Unlike other theories, the number of unknown is only three. This theory has a parabolic shear deformation distribution across the thickness. So it is useless to use the shear correction factors. The Hamilton's principle will be used herein to determine the equations of motion. Since, the beams are simply supported the Navier's procedure will be retained. To show the precision of this model, several comparisons have been made between the present results and those of existing theories in the literature.

Keywords

porous FG beams; trigonometric deformation theory; free vibration; porosity;

Citations & Related Records

Times Cited By KSCI : 55 (Citation Analysis)

Reference
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