Bekir Akgöz mainly investigates Mechanics, Boundary value problem, Classical mechanics, Buckling and Length scale. His research integrates issues of Axial symmetry and Timoshenko beam theory in his study of Mechanics. His study looks at the intersection of Boundary value problem and topics like Material properties with Beam.
His work on Equations of motion as part of general Classical mechanics study is frequently connected to Poisson's ratio, therefore bridging the gap between diverse disciplines of science and establishing a new relationship between them. In Buckling, he works on issues like Solid mechanics, which are connected to Fourier series, Couple stress, Mathematical optimization and Differential equation. His research in Length scale intersects with topics in Shear and Simple shear.
His main research concerns Boundary value problem, Mechanics, Buckling, Length scale and Classical mechanics. He interconnects Bending, Differential equation, Elasticity and Timoshenko beam theory in the investigation of issues within Boundary value problem. His biological study spans a wide range of topics, including Rayleigh–Ritz method, Beam, Axial symmetry, Deflection and Spring.
In general Buckling, his work in Minimum total potential energy principle is often linked to Microbeam linking many areas of study. His Length scale research is multidisciplinary, incorporating elements of Shear, Simple shear and Solid mechanics. The Classical mechanics study combines topics in areas such as Silicon carbide, Fourier series and Plate theory.
The scientist’s investigation covers issues in Mechanics, Carbon nanotube, Boundary value problem, Beam and Composite number. The study incorporates disciplines such as Rotation and Torus in addition to Mechanics. His studies in Rotation integrate themes in fields like Ellipse, Bending, Elasticity and Deflection.
His Boundary value problem research is mostly focused on the topic Separation of variables. When carried out as part of a general Beam research project, his work on Timoshenko beam theory is frequently linked to work in Rod, therefore connecting diverse disciplines of study. His Composite number study frequently links to related topics such as Buckling.
This overview was generated by a machine learning system which analysed the scientist’s body of work. If you have any feedback, you can contact us here.
Strain gradient elasticity and modified couple stress models for buckling analysis of axially loaded micro-scaled beams
Bekir Akgöz;Ömer Civalek.
International Journal of Engineering Science (2011)
Free vibration analysis of axially functionally graded tapered Bernoulli–Euler microbeams based on the modified couple stress theory
Bekir Akgöz;Ömer Civalek.
Composite Structures (2013)
Analysis of micro-sized beams for various boundary conditions based on the strain gradient elasticity theory
Bekir Akgöz;Ömer Civalek.
Archive of Applied Mechanics (2012)
A SIZE-DEPENDENT SHEAR DEFORMATION BEAM MODEL BASED ON THE STRAIN GRADIENT ELASTICITY THEORY
Bekir Akgöz;Ömer Civalek.
International Journal of Engineering Science (2013)
Buckling analysis of functionally graded microbeams based on the strain gradient theory
Bekir Akgöz;Ömer Civalek.
Acta Mechanica (2013)
Thermo-mechanical buckling behavior of functionally graded microbeams embedded in elastic medium
Bekir Akgöz;Ömer Civalek.
International Journal of Engineering Science (2014)
Free Vibration and Bending Analyses of Cantilever Microtubules Based on Nonlocal Continuum Model
Ömer Civalek;Çiğdem Demir;Bekir Akgöz.
Mathematical & Computational Applications (2010)
Bending analysis of embedded carbon nanotubes resting on an elastic foundation using strain gradient theory
Bekir Akgöz;Ömer Civalek.
Acta Astronautica (2016)
Free vibration analysis for single-layered graphene sheets in an elastic matrix via modified couple stress theory
Bekir Akgöz;Ömer Civalek.
Materials & Design (2012)
Effects of thermal and shear deformation on vibration response of functionally graded thick composite microbeams
Bekir Akgöz;Ömer Civalek.
Composites Part B-engineering (2017)
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