Abstract
We derive an approximate coefficient of restitution (CoR) for a single bead impacting the ground when a constant external load acts upon the colliding body. Some of the main applications concern classical nonlinear viscoelastic models such as the Kuwabara-Kono model, Simon-Hunt-Crossley model, and Hertzian stiffness with linear damping, however the proposed approach applies to a wide class of nonlinear viscoelastic contact models. It is shown that suitable expansions allow to derive a computable expression of the CoR which provides accurate predictions for a valuable range of external loads, viscosity coefficients and impact velocities.
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Appendices
Appendix A\({\mathcal {O}}(\gamma )\) expansion of the squared CoR and large \(\tilde{g}\) limit
In this appendix we examine the \({\mathcal {O}}(\gamma )\) expansion (10) of the squared CoR obtained for \(\gamma \ll 1\) :
where
and \(T_0 >0\) corresponds to the end of impact in the absence of dissipation (\(u_0(T_0)=0\), \(\frac{du_0}{d \tau }(T_0)=-1\)). We shall simplify the integral coefficient (A2) for arbitrary \(\tilde{g}\) and investigate the large \(\tilde{g}\) limit.
Due to the symmetry \(u_0 \left( \frac{T_0}{2} + \tau \right) = u_0 \left( \frac{T_0}{2} - \tau \right)\) about the maximal compression in the nondissipative case, we can rewrite the integral in (A2) as
Multiplying (9) by \(\frac{du_0}{d \tau }\) and integrating from \(\tau = 0\) yields the energy conservation equation
which can be used to solve for \(\frac{d u_0}{d \tau }\) in the compression phase,
At the maximum compression one has \(\frac{du_0}{d \tau }(T_0/2) = 0\), therefore the maximal deformation \(u_M=u_0(T_0/2)\) satisfies
Considering the integral in (A3) and changing integration variable (\(\tau \rightarrow u_0\)), we get using (A4)
Let us now investigate the large \(\tilde{g}\) limit. Equation (A5) yields
which suggests to introduce the new unknown y defined by
Substituting \(u_M\) from (A7) back into (A5), we obtain
where \(\epsilon = \frac{1}{{\tilde{g}}^{1 + \frac{1}{\alpha }}}\) is a small parameter when \(\tilde{g}\gg 1\). This yields
In order to study the behavior of integral (A6) for \(\tilde{g}\gg 1\), we perform the change of variable \(u_0 = {\tilde{g}}^{\frac{1}{\alpha }} y_0\), which leads to
When \(\epsilon \approx 0\), the integral (A9) can be approximated as
Now we can consider another change of variable \(t=\frac{{y_0}^{\alpha }}{ \alpha + 1 }\), which yields using (19)
Thus, substituting (A11) into (A1) yields the large \(\tilde{g}\) limit of the CoR expansion
where
Appendix B Proof of Proposition 1
In this appendix we establish the \({\mathcal {O}}(\gamma ^2)\) approximation of the CoR e stated in Proposition 1.
We start from the expansion (35) of \(e^2\), where the integral \(\frac{\partial \mathcal {I}}{\partial \gamma } (\gamma ,\tilde{g})\) given in (34) needs to be computed at \(\gamma =0\). This step quite technical, therefore we shall summarize the main steps of the computation and refer to the technical report [41] for details.
Let us denote by \(u_0\) the solution of (30)-(31) in the non-dissipative case \(\gamma = 0\) and consider the corresponding impact duration \(T_0\). In (35), we need to evaluate \(\frac{\partial \mathcal {I}}{\partial \gamma }\) for \(\gamma =0\), so using (34) we can write
where we note \(u^0_{\gamma }(\tau ) = \frac{\partial u}{\partial \gamma }(0,\tau )\). We need to compute \(u^0_{\gamma }\) to further evaluate (B13). Differentiating (30)-(31) with respect to \(\gamma\) at \(\gamma =0\), we obtain the linear non-homogeneous problem
with
This problem can be solved using the variation of constants formula. One obtains after lengthy but straightforward computations (see the technical report [41]):
where \(u_{0}^{\prime }=\frac{d u_0}{d \tau }\), \(u_1\) is the solution to
and \(u_M = u_0 (\frac{T_0}{2})\) satisfies (13) (hence \(\tilde{g} - u_M^{\alpha }<0\) in (B17)). Note that \(u_{0}^{\prime }\) and \(u_1\) are independent solutions to the homogeneous problem (B16).
Substitution of (B15) in (B13) yields after lengthy algebraic manipulations (see [41])
where \(\mathcal {I}_0\) is given by (A3) and
(the second identity follows from (9)). This integral can be further simplified using the fact that
and integrating twice by parts (see [41]), which yields finally
This integral can be rewritten in the form (40) by changing the integration variable (\(\tau \rightarrow u_0\)) and using (A4).
Now that \(\frac{\partial \mathcal {I}}{\partial \gamma }(0,\tilde{g})\) has been computed with (B18)-(B20), substitution into (35) yields the squared restitution coefficient
where \(\mathcal {I}_0, \mathcal {Q}_0 >0\) are given in (A3), (B20). Dropping the \(o(\gamma ^2)\) remainder in (B21) and taking the square root, one obtains the following approximation of the CoR
For this approximation to be meaningful, it is necessary to have \(1--2\beta \mathcal {I}_0 \gamma + 2 \beta ^2 \mathcal {I}_0 \mathcal {Q}_0 \gamma ^2 \ge 0\), and we shall set \(e=0\) if this condition is not satisfied. This leads us to an approximation \(e\approx e_+\) valid for \(\gamma \approx 0\), where
Moreover, expanding the right side of (B22) at order 2 in \(\gamma\) yields the simplified approximation
for \(\gamma \approx 0\). We thus have another approximation \(e\approx e_s\) at hand, given by
In numerical computations we observe that approximations (B22) and (B24) tend to overestimate the CoR, hence it is interesting to choose the smallest approximation. This leads us to consider
In particular, if \(1--2\beta \mathcal {I}_0 \gamma + 2 \beta ^2 \mathcal {I}_0 \mathcal {Q}_0 \gamma ^2 \ge 0\) and (B24) is positive, (B26) corresponds to \(e \approx e_s\) if
and \(e \approx e_+\) otherwise.
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Chatterjee, A., James, G. & Brogliato, B. Approximate coefficient of restitution for nonlinear viscoelastic contact with external load. Granular Matter 24, 124 (2022). https://doi.org/10.1007/s10035-022-01284-w
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DOI: https://doi.org/10.1007/s10035-022-01284-w