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Viscoelastically supported Euler-Bernoulli beam
2001A field of application for the convolution quadrature method are time dependent integral equations. Here, the integral equation for a transient excited viscoelastically supported Euler-Bernoulli beam will be deduced and solved with the convolution quadrature method. A direct evaluation in time domain is only possible without the viscoelastic foundation,
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Fractional Euler–Bernoulli beams: Theory, numerical study and experimental validation
European Journal of Mechanics, A/Solids, 2015Tomasz Blaszczyk, Wojciech Sumelka
exaly
Asymptotic behavior of some elastic planar networks of Bernoulli–Euler beams
Applicable Analysis, 2007Kais Ammari
exaly
Stabilisation of large motions of Euler–Bernoulli beams by boundary controls
International Journal of Systems Science, 2018K D
exaly

