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To illustrate the combined effect of ISS and CNT weight fraction on the behavior of CNT/polymer, a CNT/polymer cantilever beam was analyzed using a three-level multiscale technique.
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The structure, being modeled as an Euler Bernoulli beam, is analyzed using nonlinear normal modes.
The beam is analyzed using the Timoshenko-type shear deformation theory with the rotary inertia.
The nonlinear response of a curved beam is analyzed using an equation with two modes, and a shaker test.
The fundamental vibration mode of a cracked cantilever beam is analyzed using continuous wavelet transform and both the location and size of the crack are estimated.
The fundamental vibration mode of a double-cracked cantilever beam is analyzed using continuous wavelet transform and both the location and depth of the cracks are estimated.
The shear strengths of the tested beams were analyzed using a rational procedure proposed based on resistance-demand approach.
The same beams are analyzed using LS-DYNA nonlinear dynamic finite element analysis procedure.
Flexure of bi-directional functionally graded (FG) circular beams is analyzed using the kinematical assumptions of the Euler Bernoulli theory.
In this study, the governing equations of motion for free vibration of a shear deformable composite I-beam are analyzed using similarity transformation to derive scaling laws.
The ratio of the output to the input beam that was analyzed using the beam propagation method was estimated to be 99% for 1 mm coupler length.
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