In this paper attention is devoted on searching a proper model for characterizing the behavior of giant reeds. To aim at this, firstly, meticulous experimental tests have beenperformed in the Laboratory of structural materials ofUniversity of Palermo. Further, the novel aspect of this paper is that of using an advanced Euler-Bernoulli model to fit experimental data of bending tests. Such a model of continuum beam takes into account different constitutive laws of viscoelasticity,being real materials visco-elastic.
|Titolo della pubblicazione ospite||2014 International Conference on Fractional Differentiation and Its Applications, ICFDA 2014|
|Numero di pagine||6|
|Stato di pubblicazione||Published - 2014|
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