Abstract
This paper presents an approach to natural vibration of nano-beams by a linear elastic constitutive law based on a mixture of local and non-local contributions, the latter based on Eringen’s model. A perturbation in terms of an evolution parameter lets incremental field equations be derived; another perturbation in terms of the non-local volume fraction yields the variation of the natural angular frequencies and modes with the ‘small’ amount of non-locality. The latter perturbation does not need to comply with the so-called constitutive boundary conditions, the physical interpretation of which is still debated. The possibility to find closed-form solutions is highlighted following a thorough discussion on the compatibility conditions needed to solve the steps of the perturbation hierarchy; some paradigmatic examples are presented and duly commented.
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Notes
More precisely, quasi-continua, since distances shorter than the so-called scale parameter have no physical meaning [18].
Here ‘long’ stands for ‘with much larger radius of molecular activity than that of local elasticity’.
It is enough to suppose geometric and material symmetry of the cross-sections about the y-axis, and all loads to lie on the yz plane.
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Acknowledgements
This work was initiated when U. Eroglu was Visiting Professor at the Dipartimento d’ingegneria strutturale e geotecnica of the University of Rome “La Sapienza”, the support of which under the grant ‘Professore visitatore 2020’ CUP B82F20001090001 is gratefully acknowledged. G. Ruta acknowledges the financial support of the institutional grants RM11916B7ECCFCBF and RM12017294D1B7EF of the University “La Sapienza”, Rome, Italy, and of the Italian national research grant PRIN 20177TTP3S-006 from Italian Ministry of University and Research.
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Appendix: Details and passages
Appendix: Details and passages
In the following subsections we will present with more detail some of the passages omitted in the text for sake of space and readability.
1.1 Perturbation expansion
The governing equations for free vibration of Euler-Bernoulli nanobeams composed of the above described mixture of linear local and nonlocal elastic materials in terms of nondimensional quantities are obtained by replacing Eq. (9) into Eq. (8):
Inserting the formal power series expansions of the field functions and of the eigenvalue up to the second order in the nonlocal fraction \(\xi\) we have
By collecting like powers of \(\xi\) we obtain the expressions reported in Eqs. (13)–(15).
1.2 Fundamental matrix
For \(z_0=0\), the components of the fundamental matrix \(\mathbf{{Y}}(z,0)\) are listed below.
1.3 Orthogonality of the eigenmodes
By using the inner product defined in Eq. (20), the condition of orthogonality for the family of eigensolutions \(\{M_0^j\}\) associated with the j-th eigenvalue \(\lambda _0^j\) is
This may be written, by the aid of variational principles,as
In the previous equation, the boundary terms vanish due to Eq. (27); then, easy calculations show that
Then, by subtraction of the previous two equations,
By recalling Eq. (20) and accounting for the inequality \(\lambda _0^m\ne \lambda _0^l\ \forall \,l\ne m\), the last equality of the previous equation leads to the searched orthogonality condition
1.4 Fredholm Compatibility
Inserting the eigensolution expansion into the first-order equation for the \(l^{th}\) mode gives
Inserting in Eq. (9) the zeroth-order field equation, Eq. (22)-1, we obtain
Multiplying both sides by \(M_0^m\) gives
and integrating both sides over the domain provides, in terms of the inner product defined in Eq. (20),
When \(l=m\) we have
Exploiting the orthogonality of eigensolutions proved above, \(\forall j\ne m, \left\langle M_0^m,M_0^j \right\rangle =0\), Eq. (13) turns out to be
which provides Eq. (37).
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Eroğlu, U., Ruta, G. Approximate closed-form solutions for vibration of nano-beams of local/non-local mixture. Meccanica 57, 3033–3049 (2022). https://doi.org/10.1007/s11012-022-01612-7
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DOI: https://doi.org/10.1007/s11012-022-01612-7