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The accuracy of the method has been verified with TCAD simulation results.
The method has been verified by comparison with experimental results for three-layer cantilevers and simply supported beams.
The method has been verified by comparison with results available for limited cases and very good agreement has been obtained.
Moreover, the performance of the method has been verified through using experimental modal data of a plate.
The method has been verified by the description of sugar solubilities in water and in mixed solvents.
The method has been verified using both fracture mechanic calculations and published experimental results for cruciform joints with varying weld sizes, base plate thicknesses and attachment sizes.
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The usefulness of this method has been verified experimentally for the flow of power law, Ellis and Sutterby liquids through fixed beds of different nonspherical particles.
The effectiveness of this method has been verified by computer simulations with both the conventional off-axis hologram and the phase-shifting hologram.
The accuracy of crack depth prediction using this method has been verified by fractography of fatigue cracked rods.
The accuracy of the proposed method has been verified by comparing the model predictions with the results of 112 tests.
The accuracy of the proposed method has been verified by comparing the model predictions with the results of 144 tests on CFRP and GFRP reinforced concrete beams and with a previously published database on steel reinforced concrete beams failing on shear, providing better results than those obtained using the design equations of current codes of practice, which are mainly empirically based.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com