2009
DOI: 10.1093/qjmam/hbp005
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Interaction of elastic plate weakened by multiple holes with a set of patches

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“…. , n + r, while the condition (4.18) provides that the resultant force applied to the patch S k is equal to zero [8], [10]. It can be shown that the system (4.13)-(4.16) has a unique solution.…”
Section: The System Of Singular Integral Equationsmentioning
confidence: 99%
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“…. , n + r, while the condition (4.18) provides that the resultant force applied to the patch S k is equal to zero [8], [10]. It can be shown that the system (4.13)-(4.16) has a unique solution.…”
Section: The System Of Singular Integral Equationsmentioning
confidence: 99%
“…While the precise investigation of the convergence of the solution of the resulting system of linear algebraic equations to the solution of the system of singular integral equations (4.13)-(4.16) is outside of the scope of this paper, the numerical results obtained by using this method and also comparison with the numerical results obtained by the method of mechanical quadratures in [10] suggests that even relatively small number of terms N (N ≤ 20 in most cases) is sufficient to obtain a satisfactory convergence, thus, reducing the problem to the solution of a relatively small system of linear algebraic equations. For instance, consider a plate with two holes L 1 and L 2 in the shape of the squares with rounded corners given by the equations τ 1,2 (θ) = 0.45(e iθ + e −3iθ /9) ∓ 1 which is reinforced by two patches in the shape of the squares with rounded corners with the boundaries Γ 1 and Γ 2 given by the equations ξ 1,2 (θ) = 0.7(e iθ + e −3iθ /14) ∓ 1 (fig.…”
Section: Numerical Proceduresmentioning
confidence: 99%
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