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On the modelling of the vibration behaviors via discrete singular convolution method for a high-order sector annular system

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Abstract

This research presents a numerical investigation on the dynamic information of the axisymmetric sandwich annular sector plate via a higher-order continuum elasticity theory. The sandwich annular sector plate comprises multi-hybrid nanocomposite reinforced (MHCR) face sheets in the top, bottom layers, and a honeycomb core. For modeling the thermal situation and the thickness of the structure, three-kinds of thermal loading are presented. For simulating MHCR face sheets, the role of the mixture and Halpin–Tsai micromechanics model is utilized. For obtaining the governing equations and various boundary conditions, first-order shear deformation theory (FSDT), as well as Hamilton’s principle, are presented. For solving the equations and obtaining eigenvalue, and eigenvector of the current structure, discrete singular convolution method (DSCM) as a numerical one is investigated. Consequently, a parametric study is carried out to examine the impacts of honeycomb network angle, thickness to length ratio of the honeycomb, honeycomb to face sheet thickness ratio, fibers angel, outer to inner radius ratio, and weight fraction of CNTs on the dynamics of the current sandwich structure. The results show that for clamped edge and each th/lh, increasing \(\theta_{h} /\pi\) is a reason for decreasing the natural frequency of the disk. Another consequence is that the impact of temperature changes on the frequency of the disk is hardly dependent on the fiber angle. It means that the effect of temperature changes on the frequencies of the current system is more considerable at 0.2 ≤ θfπ ≤ 0.4 and 0.6 ≤ θfπ ≤ 0.8.

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Abbreviations

h, R i, and R o :

Thickness, the inner and outer radius of the disk, respectively

CNTs:

Carbon-nanotubes

F and NCM:

Indicates fiber and nanocomposite matrix, respectively

\( \rho ,\;E,\nu \;{\text{and}}\;G \) :

Illustrates the density, Young’s module, Poisson’s ratio, and shear parameters, respectively

V NCM, V F :

Volume fractions of nanocomposite matrix and fiber, respectively

l CNT, t CNT, d CNT, E CNT and V CNT :

Indicates the length, thickness, diameter, Young’s module, and volume fraction of carbon nanotubes, respectively

\(V_{*}^{{{\text{CNT}}}}\), W CNT :

Effective volume fraction and weight fraction of the CNTs, respectively

Nt, V CNT :

Layer number and volume fraction of CNTs

\(\alpha^{11} \;{\text{and}}\;\alpha^{22}\) :

Thermal expansion coefficients of the multi-scale hybrid nanocomposite

\(\alpha^{{{\text{NCM}}}}\) :

The thermal expansion coefficient of the nanocomposite matrix

\(E^{11}\) and \(E^{22}\) :

Represents Young modulus in x and y directions, respectively

\(\nu^{12}\) and \(\nu^{21}\) :

Represents poison’s ratio in x and y directions, respectively

t m, h H, l m, and \(\theta_{h}\) :

Indicates the cell wall thickness and are the sides of the hexagonal cell, and angle of honeycomb core respectively

D 1, D 2, D 3 :

Displacement fields of a disk

u 0, v 0, w 0, u 1 , and v 1 :

Indicates the displacements of the mid-surface in R, \(\theta\) and Z directions and rotations of the transverse normal around R and θ directions, respectively

\(\varepsilon_{RR}\) and \(\varepsilon_{\theta \theta }\) :

Indicates the corresponding normal strains in R and θ directions, respectively

\(\gamma_{RZ} ,\,\,\,\gamma_{R\theta } \,\,and\,\,\,\gamma_{\theta Z}\) :

Represents the shear strain in the RZ, R\(\theta\) and \(\theta\)Z plane

O, \({\Theta }\), and \(\Upsilon\) :

Represents corresponding kinetic energy, strain energy of the system, the work is done, respectively

N T :

Indicate applied forces due to variation of temperature

ΔT :

Indicate the temperature changes

\({\mathbb{C}}_{ij}\) :

Stiffness elements

\(\theta_{f}\) :

Represent the lamination angle with respect to the disk R axis

\(\theta\) :

Represent the spane angle of annular plate

N r and N θ :

Represents, are the number of grid points along the radial and circumferential directions, respectively

d, b, and \(\delta\) :

Indicates d as a subscript stand for the domain grid-points, b as subscript stands for boundary grid-points and the displacement vector, respectively

M ij and K ij :

Components of inertia and stiffness matrices, respectively

M ij * and K ij * :

Components of inertia and stiffness matrices in the GDQ method, respectively

\(\omega_{n}\) and \(\overline{\omega }_{n}\) :

Represents dimensional and non-dimensional of natural frequency

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Acknowledgements

This work was supported by Heilongjiang Provincial Undergraduate University Basic Research Business Expenses Research Project (Grant No. 2019-KYYWF-1388); Zhejiang Public Welfare Technology Application Research Project (Grant No. LY16G010009), Scientific research projects of Zhejiang Provincial Department of Education (Grant No. Y201840743).

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Appendix

Appendix

The variation of Eqs. (18a18c) can be achieved as below:

$$ \begin{aligned} \delta O^{*\chi } & = \int\limits_{V} {\rho^{\chi } \left( {\partial_{t} D_{1} \partial_{t} \delta D_{1} + \partial_{t} D_{2} \partial_{t} \delta D_{2} + \partial_{t} D_{3} \partial_{t} \delta D_{3} } \right)}^{\chi } \,{\text{d}}V \\ \delta O^{*\chi } & = \int\limits_{{R_{1} }}^{{R_{2} }} {\int\limits_{0}^{\theta } {\left[ \begin{gathered} \left\{ { - I^{0} \partial_{t}^{2} u_{0} - I^{1} \partial_{t}^{2} u_{1} } \right\}\delta u_{0} + \left\{ { - I^{1} \partial_{t}^{2} u_{0} - I^{2} \partial_{t}^{2} u_{1} } \right\}\delta u_{1} \hfill \\ \left\{ { - I^{0} \partial_{t}^{2} v_{0} - I^{1} \partial_{t}^{2} v_{1} } \right\}\delta v_{0} + \left\{ { - I^{1} \partial_{t}^{2} v_{0} - I^{2} \partial_{t}^{2} v_{1} } \right\}\delta v_{1} + \left\{ { - I^{0} \partial_{t}^{2} w_{0} } \right\}\delta w_{0} \hfill \\ \end{gathered} \right]^{\chi } r{\text{d}}r{\text{d}}\theta } } , \\ \end{aligned} $$
(39)
$$ \begin{aligned} \delta \Theta^{*\chi } & = \frac{1}{2}\iiint\limits_{V} {\sigma_{ij}^{\chi } \delta \varepsilon_{ij}^{\chi } {\text{d}}V} \\ & = \int\limits_{A} {\left[ \begin{gathered} \left( {N^{rr} \partial_{r} \delta u_{\,0\,} + M^{rr} \partial_{r} \delta u_{\,1\,} } \right) \hfill \\ + \left( {\frac{{N^{\theta \theta } }}{r}\partial_{\theta } \delta v_{\,0\,} + \frac{{M^{\theta \theta } }}{r}\partial_{\theta } \delta v_{\,1\,} + \frac{{N^{\theta \theta } }}{r}\delta u_{0\,} + \frac{{M^{\theta \theta } }}{r}\delta u_{1\,} } \right) \hfill \\ + \left( \begin{gathered} N^{r\theta } \partial_{r} \delta v_{\,0\,} + M^{r\theta } \partial_{r} \delta v_{\,1\,} + \frac{{N^{r\theta } }}{r}\partial_{\theta } \delta u_{\,0\,} + \frac{{M^{r\theta } }}{r}\partial_{\theta } \delta u_{\,1\,} \hfill \\ - \frac{{N^{r\theta } }}{r}\delta v_{0} - \frac{{M^{r\theta } }}{r}\delta v_{1} \hfill \\ \end{gathered} \right) \hfill \\ + \left( {(N^{rz} )\left( {\delta u_{1\,} + \partial_{r} \delta w_{\,0\,} } \right)} \right) + \left( {(N^{\theta z} )\left( {\delta v_{1\,} + \frac{1}{r}\partial_{\theta } \delta w_{\,0\,} } \right)} \right) \hfill \\ \end{gathered} \right]}^{\chi } {\text{d}}A \\ \end{aligned} $$
(40)
$$ \delta \Upsilon^{*\chi } = \int {\left[ {N^{T} \frac{{\partial w_{0} }}{\partial r}\frac{{\partial \delta w_{0} }}{\partial r} + \frac{{N^{T} }}{r}\frac{{\partial w_{0} }}{\partial r}\delta w_{0} + \frac{{N^{T} }}{{r^{2} }}\frac{{\partial w_{0} }}{\partial \theta }\frac{{\partial \delta w_{0} }}{\partial \theta }} \right]^{\chi } {\text{d}}A} , $$
(41)

where:

$$ \left\{ {I^{i} } \right\} = \int\limits_{{ - \frac{h}{2}}}^{\frac{h}{2}} {\rho_{\chi } \left( z \right)\left\{ {z^{i} } \right\}{\text{d}}Z} ,\quad i = 0:2, $$
(42)
$$ \begin{aligned} \left\{ {N^{rr} ,M^{rr} } \right\}^{\chi } & = \int_{z} {\left\{ {\sigma^{rr} ,z\sigma^{rr} } \right\}^{\chi } } {\text{d}}z; \\ \left\{ {N^{\theta \theta } ,M^{\theta \theta } } \right\}^{\chi } & = \int_{z} {\left\{ {\sigma^{\theta \theta } ,z\sigma^{\theta \theta } } \right\}^{\chi } } {\text{d}}z;\, \\ \left\{ {N^{rz} ,M^{rz} ,Q^{rz} } \right\}^{\chi } & = \int_{z} {\left\{ {\sigma^{rz} ,z\sigma^{rz} ,z^{2} \sigma^{rz} } \right\}^{\chi } } {\text{d}}z; \\ \left\{ {N^{r\theta } ,M^{r\theta } ,Q^{r\theta } } \right\}^{\chi } & = \int_{z} {\left\{ {\sigma^{r\theta } ,z\sigma^{r\theta } ,z^{2} \sigma^{r\theta } } \right\}}^{\chi } {\text{d}}z; \\ \left\{ {N^{\theta z} ,M^{\theta z} ,Q^{\theta z} } \right\}^{\chi } & = \int_{z} {\left\{ {\sigma^{\theta z} ,z\sigma^{\theta z} ,z^{2} \sigma^{\theta z} } \right\}^{\chi } } {\text{d}}z. \\ \end{aligned} $$
(43)

Motion equation of the system can be achieved as follows:

$$ \delta u_{0}^{\chi } :\,\,\partial_{r} N_{\chi }^{rr} - \frac{{N_{\chi }^{\theta \theta } - N_{\chi }^{rr} }}{r} + \frac{1}{r}\partial_{\theta } N_{\chi }^{r\theta } = I_{\chi }^{0} \partial_{t}^{\left( 2 \right)} u_{0}^{\chi } + I_{\chi }^{1} \partial_{t}^{\left( 2 \right)} u_{1}^{\chi } , $$
(44)
$$ \delta v_{0}^{\chi } :\,\,\frac{1}{r}\partial_{\theta } N_{\chi }^{\theta \theta } + \frac{{2N_{\chi }^{r\theta } }}{r} + \partial_{r} N_{\chi }^{r\theta } = I_{\chi }^{0} \partial_{t}^{\left( 2 \right)} v_{0}^{\chi } + I_{\chi }^{1} \partial_{t}^{\left( 2 \right)} v_{1}^{\chi } , $$
(45)
$$ \delta w_{0}^{\chi } :\,\partial_{r} Q_{\chi }^{r} + \frac{1}{r}\partial_{\theta } Q_{\chi }^{\theta r} + \,\frac{1}{r}Q_{\chi }^{r} - N^{T} \partial_{r}^{\left( 2 \right)} w_{0}^{\chi } - \frac{{N^{T} }}{r}\partial_{r} w_{0}^{\chi } - \frac{{N^{T} }}{{r^{2} }}\partial_{\theta }^{\left( 2 \right)} w_{0}^{\chi } = I_{\chi }^{0} \partial_{t}^{\left( 2 \right)} w_{0}^{\chi } , $$
(46)
$$ \delta u_{1}^{\chi } :\,\partial_{r} M_{\chi }^{rr} - \frac{{M_{\chi }^{\theta \theta } - M_{\chi }^{rr} }}{r} + \frac{1}{r}\partial_{\theta } M_{\chi }^{r\theta } - Q_{\chi }^{r} = I_{\chi }^{1} \partial_{t}^{\left( 2 \right)} u_{0}^{\chi } + I_{\chi }^{2} \partial_{t}^{\left( 2 \right)} u_{1}^{\chi } , $$
(47)
$$ \delta v_{1}^{\chi } :\,\frac{1}{r}\partial_{\theta } M_{\chi }^{\theta \theta } + \frac{2}{r}M_{\chi }^{r\theta } + \partial_{\theta } M_{\chi }^{r\theta } - Q_{\chi }^{\theta } = I_{\chi }^{1} \partial_{t}^{\left( 2 \right)} v_{0}^{\chi } + I_{\chi }^{2} \partial_{t}^{\left( 2 \right)} v_{1}^{\chi } . $$
(48)

In addition, the general boundary conditions can be formulated as the following relations:

$$ \delta u_{0}^{\chi } = 0\quad {\text{or}}\quad N_{\chi }^{rr} n_{r} + \frac{1}{r}N_{\chi }^{r\theta } n_{\theta } = 0; $$
(49)
$$ \delta v_{0}^{\chi } = 0\quad {\text{or}}\quad N_{\chi }^{r\theta } n_{r} + \frac{1}{r}N_{\chi }^{\theta \theta } n_{\theta } = 0; $$
(50)
$$ \delta w_{0}^{\chi } = 0\quad {\text{or}}\quad Q_{\chi }^{r} n_{r} + \frac{{Q_{\chi }^{\theta } }}{r}n_{\theta } = 0; $$
(51)
$$ \delta u_{1}^{\chi } = 0\quad {\text{or}}\quad M_{\chi }^{rr} n_{r} + \frac{{M_{\chi }^{r\theta } }}{r}n_{\theta } = 0; $$
(52)
$$ \delta v_{1}^{\chi } = 0\quad {\text{or}}\quad M_{\chi }^{r\theta } n_{r} + \frac{{M_{\chi }^{\theta \theta } }}{r}n_{\theta } = 0. $$
(53)

Based on the compatibility conditions, have:

$$ u^{c} (z_{c} = - h_{c} /2) = u^{b} (z_{b} = h_{b} /2), $$
(54)
$$ v^{c} (z_{c} = - h_{c} /2) = v^{b} (z_{b} = h_{b} /2), $$
(55)
$$ w^{c} (z_{c} = - h_{c} /2) = w^{b} (z_{p} = h_{b} /2), $$
(56)
$$ w^{c} (z_{c} = - h_{c} /2) = w^{b} (z_{p} = h_{b} /2), $$
(57)
$$ u^{c} (z_{c} = h_{c} /2) = u^{t} (z_{t} = - h_{t} /2), $$
(58)
$$ v^{c} (z_{c} = h_{c} /2) = v^{t} (z_{t} = - h_{t} /2), $$
(59)
$$ w^{c} (z_{c} = h_{c} /2) = w^{t} (z_{t} = - h_{t} /2). $$
(60)

It should be noted that, according to the Eqs. (5460), the unknown variables numbers are decreased from 15 to 9. Finally, by solving this 9 equations, the eigenvectors and eigenvalues of the structure can be achieved.

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Liu, Y., Wang, W., He, T. et al. On the modelling of the vibration behaviors via discrete singular convolution method for a high-order sector annular system. Engineering with Computers 38 (Suppl 4), 3631–3653 (2022). https://doi.org/10.1007/s00366-021-01454-z

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