Abstract
The problem of determining the dynamic response of a granular elastic half-space soil medium to a rectangular load moving on its surface is determined analytically. The granular material is modeled as a gradient elastic solid with two material constants in addition to the two classical elastic moduli. These material constants with dimensions of length are the micro-stiffness g and the micro-inertia h coefficients. The rectangular load is uniformly distributed of constant magnitude and moves with constant speed. The resulting three partial differential equations of motion are of the fourth order with respect to the horizontal x, y, and vertical z coordinates and of second order with respect to time t. These equations are solved with the aid of double complex Fourier series involving x, y, t, and the load velocity, which reduce them to a system of three ordinary differential equations of the fourth order with respect to z, which can be easily solved. Use of appropriate classical and non-classical boundary conditions can lead to the solution of the problem. The so obtained solution is used to easily assess by parametric studies the effects of the microstructural parameters g and h as well as the moving load velocity on the various response quantities.
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Acknowledgements
The authors are grateful to the Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, Shanghai 200092, China, for supporting this work.
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Appendices
Appendix 1
For n = 0 and m = 0, Eqs. (27), (28), and (29) become
Equation (48) has the same characteristic equation
Thus, the solutions of the above equations read
From the classical boundary conditions of Eqs. (13) and (14), we obtain
From the non-classical boundary conditions of Eq. (15), we have
Finally, from the three displacements boundary conditions of Eqs. (16) and (17), we obtain
By substituting Eqs. (50, 51, 52) to Eqs. (53, 54), we obtain the final values of the coefficients \({A}_{i}\), \({B}_{i}\), \({C}_{i}\) (\(i=1-4\)) which are of the form
From Eqs. (50) and (55), we obtain the final solutions in the form
We can observe that for g = 0 we obtain the classical solution, which reads
The solution (57) is the same as the solution (60) given in Beskou et al. [12].
Appendix 2
For n = 0 and m > 0, Eqs. (27, 28, 29) become
where
Solutions of the system of Eqs. (58), (59), and (60) are assumed to be of the form
Substitution of the above solutions (62) into the system of Eqs. (58), (59), and (60) results in the equation
For nonzero solutions of the system of Eq. (63), the following algebraic equation should be satisfied:
Equation (64) is solved for its 12 roots \(q_{k} { }\left( {k = 1,2, \ldots 12} \right).{ }\) Thus, the solutions (62) can take the final form
where \(\lambda_{1}\) and \(\lambda_{2}\) are the two roots of the equation \(a_{3} q^{2} + a_{2} q + a_{1} = 0\), and S0mk, T0mk are the values of S0m and T0m for the qk, respectively. By assuming S0mk known, one obtains from (65)
with
The displacements now take the forms
In the above, there are 12 constants (8 S0mk, k = 1–8 and 4 \(R_{0mi}\), i = 1–4) to be determined from the 12 boundary conditions. These boundary conditions are given by Eqs. (13), (14), (15), (16), and (17), which after the substitution of the displacements from (68) reduce to the following algebraic system of equations:
where \({\overline{B} }_{1k}-{\overline{B} }_{8k}\) can be obtained from Eq. (46) by setting \({\lambda }_{n}\)=0 and considering that \({\overline{B} }_{1k}={B}_{2k}\), \({\overline{B} }_{2k}={B}_{3k}\), \({\overline{B} }_{3k}={B}_{5k}\), \({\overline{B} }_{4k}={B}_{6k}\), \({\overline{B} }_{5k}={B}_{8k}\), \({\overline{B} }_{6k}={B}_{9k}\), \({\overline{B} }_{7k}={B}_{11k}\), and \({\overline{B} }_{8k}={B}_{12k}\).
After solving Eqs. (69), (70), (71), and (72) for \({R}_{0mi}\) and \({S}_{0mk}\), one can compute \({U}_{0m}\), \({V}_{0m}\), and \({W}_{0m}\) from Eq. (65) and finally the displacements uy (x, y, z, t) and uz (x, y, z, t) from Eq. (68). For g = h = 0, we find the classical case, which is the same as that given in Appendix B in Beskou et al. [12].
Appendix 3
For n > 0 and m = 0, Eqs. (27), (28), and (29) become
where
Solutions of the system of Eqs. (73), (74), and (75) are assumed to be of the form
Substitution of the above solutions (77) into the system of Eqs. (73), (74), and (75) results in the equation
For nonzero solutions of the system of Eq. (78), the following algebraic equation should be satisfied:
Equation (79) is solved for its 12 roots \(q_{k} \left( {k = 1,2, \ldots 12} \right). \) Thus, the solutions (77) can take the final form
where \(\lambda_{1}\) and \(\lambda_{2}\) are the two roots of the equation \(b_{5} q^{2} + b_{2} q + b_{1} = 0\), and \(R_{n0k} , T_{n0k}\) are the values of \(R_{n0}\), and \(T_{n0}\) for the \(q_{k}\), respectively.
By assuming R0mk known, one obtains from (80)
with
The displacements now take the forms
In the above, there are 12 constants (8 \({R}_{n0k}\), k= 1–8 and 4 \({S}_{noi}\), i = 1–4) to be determined from the 12 boundary conditions. These boundary conditions are given by Eqs. (13), (14), (15), (16), and (17), which after the substitution of the displacements from (83) reduce to the following algebraic system of equations:
where \({\stackrel{-}{\overline{B}} }_{1k}\) – \({\stackrel{-}{\overline{B}} }_{8k}\) can be obtained from Eq. (46) by setting \({\mu }_{m}\)=0 and considering that \({\stackrel{-}{\overline{B}} }_{1k}={B}_{1k}\), \({\stackrel{-}{\overline{B}} }_{2k}={B}_{3k}\), \({\stackrel{-}{\overline{B}} }_{3k}={B}_{4k}\), \({\stackrel{-}{\overline{B}} }_{4k}={B}_{6k}\), \({\stackrel{-}{\overline{B}} }_{5k}={B}_{7k}\), \({\stackrel{-}{\overline{B}} }_{6k}={B}_{9k}\), \({\stackrel{-}{\overline{B}} }_{7k}={B}_{10k}\), and \({\stackrel{-}{\overline{B}} }_{8k}={B}_{12k}\).
After solving Eqs. (84), (85), (86), and (87) for \({S}_{noi}\) and \({R}_{n0k}\), one can compute \({U}_{n0}\), \({V}_{n0}\), and \({W}_{n0}\) from Eq. (80) and finally the displacements ux (x, y, z, t) and uz (x, y, z, t) from Eq. (83). For g = h = 0, we find the classical case, which is the same as that given in Appendix C in Beskou et al. [12].
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Muho, E.V., Pegios, I.P., Zhou, Y. et al. Dynamic response of a gradient elastic half-space to a load moving on its surface with constant speed. Acta Mech 232, 3159–3178 (2021). https://doi.org/10.1007/s00707-021-03003-7
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DOI: https://doi.org/10.1007/s00707-021-03003-7