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Contact force between the impactor and the beam is obtained with the aid of the conventional Hertz law.
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The first Q natural frequencies of a non-uniform beam are obtained with the help of finite element modeling.
The chopper system worked very stable during the beam test, and the sufficient separation between chopped and normal beam was obtained, with a short rise/fall time (10 ns) of the chopped beam.
Finally, probability densities of various modal and transient response characteristics of rotating beams are obtained with the proposed method.
Natural frequencies and mode shapes of uniform cantilever beams are obtained with use of the first and second order central difference schemes.
An ODS of an associated undamaged beam is obtained by using a polynomial with a proper order to fit the ODS from the demodulation method.
Beam-splitting is obtained with standard dichroic filters mounted at 45°; they are located in a two-place filter holder.
Different sections of the holographic beam are obtained by varying, with a piezo objective positioner (NV40/ICL E; Piezosystem Jena), the position of the objective with respect to a thin fluorescent layer (thickness = 0.3 µm).
The experimental results for a buckled beam were obtained by base excitation with a 6000 N shaker.
Closed-form solutions of interfacial stress, FRP stress and ultimate load of the plated beam are obtained and then verified with the numerical solutions based on finite element analysis.
By using the present model with an exponential variation of strain through the thickness, closed-form solutions for the equivalent loads acting on a PLZT unimorph, bimorph and intelligent beam are obtained and then compared with numerical results available in the literature.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com