نتایج جستجو برای: simply supported beam

تعداد نتایج: 367956  

Based on three-dimensional theory of elasticity, static analysis of functionally graded carbon nanotube reinforced composite (FG-CNTRC) cylindrical panel subjected to mechanical uniformed load with simply supported boundary conditions is carried out. In the process, stress and displacement fields are expanded according to the Fourier series along the axial and circumferential coordinates. From ...

Abolhasan Nazarinezhad Giashi, Habib Ramezannezhad Azarboni Reza Ansari,

In this paper, based on the nonlocal Timoshenko beam theory, a nonlinear model is presented for the vibrational behavior of carbon nanotubes (CNTs) embedded in elastic medium in thermal environment. Using the Timoshenko beam theory and nonlocal elasticity of Eringen, the influences of rotary inertia, transverse shear deformation and small scale effect are taken into account. To model the intera...

In this research, analysis of nonlocal magneto-electro-thermo-elastic of a functionally graded nanobeamdue to magneto-electro-elastic loads has been done. In order to formulate the problem the Timoshenko theory of beams is utilized. The principle of virtual work, Hamilton’s principle as well as nonlocal magneto-electro-thermo-elastic relations has been recruited to derive the governing eq...

A.A Motallebi J Sheikhi M Poorjamshidian

In this paper, Homotopy Analysis Method is used to analyze free non-linear vibrations of a beam simply supported by pinned ends under axial force. Mid-plane stretching is also considered for dynamic equation extracted for the beam. Galerkin decomposition technique is used to transform a partial dimensionless nonlinear differential equation of dynamic motion into an ordinary nonlinear differenti...

Journal: :Quarterly of Applied Mathematics 1944

Journal: :AL-Rafdain Engineering Journal (AREJ) 2006

Journal: :Journal of Applied Research and Technology 2021

This work presents a novel technique for estimating the prestressing forces in simply supported beams with axial prestress force. The is based on use of generic finite elements modeling beam and experimental time-domain response to simultaneously identify parameters. Parameter updating accomplished using Simulated Annealing algorithm implemented solution force identification problem. effectiven...

Journal: :Transactions of the Japan Society of Civil Engineers 1963

Journal: :TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A 1981

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