Şeref Doğuşcan Akbaş

Dr. Şeref Doğuşcan Akbaş


Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

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

Representative Publications

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1 July 2012 in Composite Structures
Verified
Journal Article
Closed access
MŞM. Şimşek
M. Şimşek
TKT. Kocatürk
T. Kocatürk
ŞAŞeref Doğuşcan Akbaş
Şeref Doğuşcan Akbaş

1 January 2013 in Composite Structures
Verified
Journal Article
Closed access
MŞM. Şimşek
M. Şimşek
TKT. Kocatürk
T. Kocatürk
ŞAŞeref Doğuşcan Akbaş
Şeref Doğuşcan Akbaş

6 May 2021 in Mathematics
Verified
Journal Article
Open access
PDF file
ŞAŞeref Doğuşcan Akbaş
Şeref Doğuşcan Akbaş
HEHakan Ersoy
Hakan Ersoy
BABekir Akgöz
Bekir Akgöz
ÖCÖmer Civalek
Ömer Civalek
This paper presents the dynamic responses of a fiber-reinforced composite beam under a moving load. The Timoshenko beam theory was employed to analyze the kinematics of the composite beam. The constitutive equations for motion were obtained by utilizing the Lagrange procedure. The Ritz method with polynomial functions was employed to solve the resulting equations in conjunction with the Newmark average acceleration method (NAAM). The influence of fiber orientation angle, volume fraction, and velocity of the moving load on the dynamic responses of the fiber-reinforced nonhomogeneous beam is presented and discussed.

1 February 2018 in Composite Structures
Verified
Journal Article
Closed access
ŞAŞeref Doğuşcan Akbaş
Şeref Doğuşcan Akbaş

25 February 2021 in Nanomaterials
Verified
Journal Article
Open access
PDF file
ÖCÖmer Civalek
Ömer Civalek
ŞAŞeref Doğuşcan Akbaş
Şeref Doğuşcan Akbaş
BABekir Akgöz
Bekir Akgöz
DSDastjerdi Shahriar
Dastjerdi Shahriar
This paper presents forced vibration analysis of a simply supported beam made of carbon nanotube-reinforced composite material subjected to a harmonic point load at the midpoint of beam. The composite beam is made of a polymeric matrix and reinforced the single-walled carbon nanotubes with their various distributions. In the beam kinematics, the first-order shear deformation beam theory was used. The governing equations of problem were derived by using the Lagrange procedure. In the solution of the problem, the Ritz method was used, and algebraic polynomials were employed with the trivial functions for the Ritz method. In the solution of the forced vibration problem, the Newmark average acceleration method was applied in the time history. In the numerical examples, the effects of carbon nanotube volume fraction, aspect ratio, and dynamic parameters on the forced vibration response of carbon nanotube-reinforced composite beams are investigated. In addition, some comparison studies were performed, with special results of published papers to validate the using formulations.

30 March 2017 in International Journal of Structural Stability and Dynamics
Verified
Journal Article
Closed access
ŞAŞeref Doğuşcan Akbaş
Şeref Doğuşcan Akbaş