An Estimation of Dynamic Modulus of Elasticity in Cantilever Flexural Timber Beams

Due to considerable influence of shear deflection and rotary motion, the modulus of elasticity is hardly obtainable in fixed-free flexurally-excited (cantilever) beams. For isotropic materials, Timoshenko has proposed a set of curves to correct the fixed-free modal frequencies as the radius of gyrat...

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Autor principal: Mehran Roonia
Formato: article
Lenguaje:EN
Publicado: University of Zagreb, Faculty of Forestry and Wood Technology 2014
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Acceso en línea:https://doaj.org/article/442a620bc0d14f538368045ad1597471
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