Samy Refahy Mahmoud (S. R. Mahmoud)

Prof. Dr. Samy Refahy Mahmoud (S. R. Mahmoud)

GRC Department, King Abdulaziz University, Jeddah, Makkah al Mukarramah, Saudi Arabia
orcid
Mathematical Modeling, Biomechanics

Research Focus & Metrics

Academic Career Length

26Years (2001-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 April 2014 in Composites Part B: Engineering
Verified
Journal Article
Closed access
ZBZakaria Belabed
Zakaria Belabed
MHMohammed Sid Ahmed HOUARI
Mohammed Sid Ahmed HOUARI
ATAbdelouahed Tounsi
Abdelouahed Tounsi
Samy Refahy Mahmoud (S. R. Mahmoud)Samy Refahy Mahmoud (S. R. Mahmoud)
Samy Refahy Mahmoud (S. R. Mahmoud)
OBO. Anwar Bég
O. Anwar Bég

1 July 2015 in Composite Structures
Verified
Journal Article
Closed access
KAK.S. Al-Basyouni
K.S. Al-Basyouni
ATAbdelouahed Tounsi
Abdelouahed Tounsi
Samy Refahy Mahmoud (S. R. Mahmoud)Samy Refahy Mahmoud (S. R. Mahmoud)
Samy Refahy Mahmoud (S. R. Mahmoud)

2 September 2013 in Journal of Sandwich Structures & Materials
Verified
Journal Article
Closed access
PDF file
ABAicha Bessaim
Aicha Bessaim
MHMohammed Sid Ahmed HOUARI
Mohammed Sid Ahmed HOUARI
ATAbdelouahed Tounsi
Abdelouahed Tounsi
Samy Refahy Mahmoud (S. R. Mahmoud)Samy Refahy Mahmoud (S. R. Mahmoud)
Samy Refahy Mahmoud (S. R. Mahmoud)
EBEl Abbes Adda Bedia
El Abbes Adda Bedia
In this paper, a new higher-order shear and normal deformation theory for the bending and free vibration analysis of sandwich plates with functionally graded isotropic face sheets is developed. The number of unknown functions involved in the present theory is only five, as against six or more in case of other shear and normal deformation theories. The theory accounts for hyperbolic distribution of the transverse shear strains and satisfies the zero traction boundary conditions on the surfaces of the plate without using shear correction factor. The boundary conditions for the plate are assumed to be simply supported in all edges and in the static analysis, the plate is assumed to be subjected to a sinusoidally distributed load. Both symmetric and non-symmetric sandwich plates are considered. The equations of motion are obtained using Hamilton’s principle. Numerical results of present theory are compared with three-dimensional elasticity solutions and other higher-order theories reported in the literature. It can be concluded that the proposed theory is accurate and efficient in predicting the bending and free vibration responses of sandwich plates with functionally graded isotropic face sheets.

25 January 2015 in Steel and Composite Structures
Verified
Journal Article
Closed access
AHAhmed Hamidi
Ahmed Hamidi
MHMohammed Sid Ahmed HOUARI
Mohammed Sid Ahmed HOUARI
Samy Refahy Mahmoud (S. R. Mahmoud)Samy Refahy Mahmoud (S. R. Mahmoud)
Samy Refahy Mahmoud (S. R. Mahmoud)
ATAbdelouahed Tounsi
Abdelouahed Tounsi

25 April 2015 in Steel and Composite Structures
Verified
Journal Article
Closed access
IBIsmahene Belkorissat
Ismahene Belkorissat
MHMohammed Sid Ahmed HOUARI
Mohammed Sid Ahmed HOUARI
ATAbdelouahed Tounsi
Abdelouahed Tounsi
EBE.A. Adda Bedia
E.A. Adda Bedia
Samy Refahy Mahmoud (S. R. Mahmoud)Samy Refahy Mahmoud (S. R. Mahmoud)
Samy Refahy Mahmoud (S. R. Mahmoud)

25 February 2015 in Steel and Composite Structures
Verified
Journal Article
Closed access
FCFouzia Larbi Chaht
Fouzia Larbi Chaht
AKAbdelhakim Kaci
Abdelhakim Kaci
MHMohammed Sid Ahmed HOUARI
Mohammed Sid Ahmed HOUARI
ATAbdelouahed Tounsi
Abdelouahed Tounsi
OBO. Anwar Beg
O. Anwar Beg
Samy Refahy Mahmoud (S. R. Mahmoud)Samy Refahy Mahmoud (S. R. Mahmoud)
Samy Refahy Mahmoud (S. R. Mahmoud)