Localized and periodic waves with discreteness effects (Q1269827)
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scientific article; zbMATH DE number 1216535
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Localized and periodic waves with discreteness effects |
scientific article; zbMATH DE number 1216535 |
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Localized and periodic waves with discreteness effects (English)
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20 June 1999
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The following equation is considered for time \(t\) and real \(x\): \(\rho{\partial^{2}u\over\partial t^2}-T{\partial^{2}u\over\partial x^2}+ 2f(u) \sum_{k=-\infty}^{\infty}\delta({x\over \varepsilon}-1-2k)= q({x\over\varepsilon},x,t)\), where \(u(x/\varepsilon,x,t)\) is the transverse displacement, \(\rho\) and \(T\) are uniform density and tension of the string, \(f(u)=\alpha_{1}u-\alpha_{2}u^{3}\) (\(\alpha_{1},\alpha_{2}\geq 0\)) is the nonlinear characteristic of the stiffness, and the external distributed load is supposed in the form \(q({x\over\varepsilon},x,t)=H(x)\cos ({k\pi x\over 2\varepsilon})\cos \omega t\). The external force and response possess ``fast'' and ``slow'' spatial scales, defined by the small parameter \(0<\varepsilon\ll 1\). The problem is analyzed by using regular perturbation technique and harmonic balance method. The analytic solution is compared to numerical integrations of the equation of motion.
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forced string
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softening cubic spring supports
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solitary wave solution
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standing waves
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transverse displacement
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small parameter
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regular perturbation technique
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harmonic balance method
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0.88639176
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0.8857635
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0.88534755
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0.8813416
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0.8797078
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0.87763906
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