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Furthermore, this beam reaches the maximum shear stresses.
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Furthermore, the beam system can exhibit peak response as the base moving speed is much higher than the extension rate.
Furthermore, the beam size along the bunch train can be extracted from the image left on a screen by sweeping the beam linearly.
Furthermore, light beam induced current (LBIC) measurements are used to test the backscattering properties of the backsheet and also the influence of the illumination spectrum.
Furthermore, a beam on nonhomogeneous foundation may exhibit multiple resonances corresponding to the foundation stiffness of individual sections, as the mass moves through the respective sections along the beam.
This beam is supported at points A and B only.
This beam has higher coherence and current density.
Furthermore, this approach offers an alternative to magnify the convergent beam near the focus region by observing the collimated beam at the physically equivalent distance.
Furthermore, this study also derives the natural frequency using Timoshenko beam model by including rotary inertia and shear deformation.
Furthermore, the cracked beam is represented by three elastic beam segments and one piezoelectric bimorph segment together with one spring.
Furthermore two node beam elements were used to model beams.
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