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A weak formulation is developed, the existence, uniqueness and regularity of the solutions are studied.
A "weak" formulation of the pseudo-excitation (PE) approach was recently proposed for structural damage detection in thin-walled structures.
The commitment to a weak formulation of force and momentum allows appropriate solution discontinuities to develop naturally at element boundaries.
A weak formulation of (1.1a - 1.1c) is as follows: Find ((sigma,mathbf{u}, p):[0,T]rightarrow (S, X, Q)) for a.e.
(1.9) We remark that the family of integral identities (1.5) is taken from [12], which is a weak formulation of the renormalized equation of continuity introduced by [15].
Our results are obtained by considering a weak formulation of the problem with an appropriate test function and several appropriate estimations.
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The only stipulation is that the resulting contribution be "substantial"—a weaker formulation than the original German wish for a contribution that is "'substantial, quantifiable, reliable and voluntary".
A suitable weak formulation reduces to a geometrical problem the analytic problem of finding a solution or, often what is more important, showing that a solution exists and is unique for given boundary data.
We construct a suitable weak formulation, study its well-posedness, and design a Galerkin spectral method for its numerical solution.
To derive the beam model, we use the so-called dimensional reduction approach: from a suitable weak formulation of the 2D linear elastic problem, we introduce a variable cross-section approximation and perform a cross-section integration.
A weakened weak formulation based on the edges of triangular cells obtained by a Delaunay triangulation is considered here, framing the so-called edge-based smoothed domains.
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