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Theoretical estimates of midpoint displacement were calculated using an analytical beam model.
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Shear strength of the beams was calculated using an analytical expression given in literature for plain concrete beams and here extended to the case of fibrous concrete beams of hooked steel fibers on the subject, while the analytical results in terms of load deflection curves, under monotonic actions, were generated using a non-linear finite element program (DRAIN-2DX).
To validate the two expressions, we solve the magnetic buckling problem for cantilever beams using an analytical approach for small deflections.
The effects of partial constrained viscoelastic layer damping on the first milliseconds of the transient vibration of an impacted beam is studied using an analytical model.
The behaviour of composite beams under hogging bending has been successfully simulated using an analytical model derived previously.
The work is based on a semi-analytical model using a Timoshenko beam theory and a full 2D finite element model.
To evaluate the accuracy of beam modeling under physical conditions using an anisotropic analytical algorithm.
using an Exeter Analytical Elemental Analyzer (CE440).
The beam was then divided into two different beams using a polarizing cube beam splitter (lower blue square in Fig. 1) [ 40].
The fabrication was performed using a dual beam system (focused ion beam and electron beam).
Weight was measured using a balance beam scale.
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