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Transient responses were derived by a numerical inversion algorithm.
The response in the time domain is obtained by a numerical inversion approach.
Dynamic stress intensity factors are determined by a numerical inversion of the Laplace transform.
The actual non-periodic elastic field at any point is obtained from the Fourier-transformed fields by a numerical inversion.
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Fourier transform has been employed and the transform has been inverted by using a numerical inversion technique.
By means of a numerical inversion of the Laplace transform, dynamic field intensity factors are obtained in the time domain.
By means of a numerical inversion of the Laplace transform, the variations of the normalized intensity factors of stress and COD are discussed against applied magnetoelectric impact loadings and the geometry of the cracks for fully impermeable, vacuum, fully permeable cracks and shown in graphics.
The transformed solutions are inverted numerically, using a numerical inversion technique to invert the Fourier transform.
It is based on the state space method, a numerical inversion of the Laplace transform and the fluid structure interaction (FSI) theory formulated by Taylor.
From the measured velocity data, the elastic constants were determined through a numerical inversion.
A numerical inversion technique has been applied to obtain the solution in the physical domain.
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