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Characteristics of momentum distribution and micropulse bunch length of the electron beam are compared with beam dynamics simulation results in this paper.
The numerical results of a simply supported beam are compared with our measurements, and show a good agreement, although the temperature displacement curves exhibit rather irregular shapes.
Moreover, the results obtained from a multi-span Timoshenko beam are compared with those from a multi-span Bernoulli Euler beam.
Additionally, in order to investigate the effect of shear, the tip displacements of a Timoshenko beam are compared with those of an Euler Bernoulli beam.
Furthermore, the microscopic thermomechanical responses of dual-phase heterogeneous composite beam are compared with those obtained using the homogenized material properties and investigated with respect to the microstructure morphology.
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The RSBC beam was compared with other un-reinforced beams to evaluate its bending properties.
The calculated natural frequencies of the stepped beam were compared with the experimental measurements.
Detector calibration, noise, linearity and stability are discussed, and the energy response in a 1 6 GeV positron beam is compared with simulations.
The measured ultimate flexural capacity of basalt reinforced IPC beam was compared with the predicted value obtained using the guidelines for FRP-reinforced OPC concrete beam.
The HS analysis of a composite beam is compared with an unrestrained or simply supported version to highlight the difference in behaviour.
Through numerical simulation of the bending behavior under impact loads, the rib-reinforced beam is compared with thin-walled hollow tube-like beams filled with and without foam materials (empty beam and foam-filled beam) in crashworthiness.
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