摘要(英) |
Vibration of plate structures and the phenomenon of clustering and inversion of Chladni
patterns have been extensively studied by scientists in the past century. However, prior
investigations predominantly employed the Finite Element Method (FEM) to simulate plate
vibration characteristics and relied on physical experiments for chladni patterns. This study
pioneers the application of a bidirectional coupled Discrete Element Method (DEM) and Finite
Element Method (FEM) to simulate the dynamic behavior of particles on an elastic rectangular
plate. The proposed coupled model was validated against corresponding experimental
observations. The aggregation behavior of particles was explored under various dimensionless
accelerations (Γ). Particle area fraction, particle translational velocity, particle rotational
velocity, particle perturbation velocity, and granular temperature are employed to further
analyze the internal physical behavior of particles on the rectangular plate. Various parameters
are considered in this study to understand their impact on the patterns of particle aggregation,
including the influence of gravity on the rectangular plate, particle Young′s modulus, and
particle restitution coefficient. The main findings are summarized below
(1) Disregarding the effect of gravity on the rectangular plate, when the dimensionless
acceleration (Γ) is less than 1, particles aggregate towards the nodal lines, forming an
inverse Chladni patterns. When Γ is greater than or equal to 1, particles aggregate towards
the anti-nodal line, forming a Chladni patterns. Moreover, as Γ significantly exceeds 1, the
time required to form a Chladni patterns substantially decreases. Larger values of Γ reduce
formation time for Chladni patterns.
(2) Considering the gravitational effect on the rectangular plate, its susceptibility to gravity
leads to pre-deformation, causing particles to roll towards areas with higher deformation,
and making it difficult to form an inverse Chladni patterns. However, when the
dimensionless acceleration (Γ) exceeds a certain threshold, a Chladni pattern still emerges.
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(3) As the dimensionless acceleration (Γ) increases, the rate of increase in particle translational
velocity is faster, resulting in a shorter formation time for the Chladni patterns.
(4) When forming the inverse Chladni patterns, particles roll towards the anti-nodal regions,
while when forming the Chladni patterns, particles roll towards the nodal regions.
(5) When forming the inverse Chladni patterns patterns, there is a weaker occurrence of particle
collisions, while during the formation of the Chladni pattern, particle collisions are more
intense, concentrated largely around the nodal points. Moreover, with larger values of the
dimensionless acceleration (Γ), the tendency for collisions becomes more pronounced.
Keywords: Chladni patterns, inverse Chladni patterns, bidirectional coupled DEM and FEM,
dimensionless acceleration, internal physical properties of particles |
參考文獻 |
[1] E.F.F. Chladni, Entdeckungen über Die Theorie des Klanges, Bey Weidmannserben und
Reich: Leipzig, Germany, 1787.
[2] H.J. van Gerner, M.A. van der Hoef, D. van der Meer, K. van der Weele, Inversion of
Chladni patterns by tuning the vibrational acceleration, Physical Review E, 82 (2010),
012301.
[3] I. Kovacic, Z. Kanovic, Chladni plate in anechoic chamber: Symmetry in vibrational and
acoustic response, Symmetry,15 (2023), 1-9.
[4] H.J. van Gerner, K. van der Weele, M.A. van der Hoef, D. van der Meer, Air-induced
inverse Chladni patterns, Journal of Fluid Mechanics, 689 (2011), 203-220.
[5] X. Escaler, O.D.L. Torre, Axisymmetric vibrations of a circular Chladni plate in air and
fully submerged in water, Journal of Fluids and Structures, 82 (2018), 432–445.
[6] K. Latifi, H. Wijaya, Q. Zhou, Motion of heavy particles on a submerged Chladni plate,
Physical Review Letters, 122 (2019), 184301.
[7] P.Y Gires, F. Casset, C. Poulain, Chladni patterns in a liquid at microscale, Physical Review
Letters, 116 (2016), 184501.
[8] Z. Hou, Z. Zhou, P. Liu, Y. Pei, Robotic trajectories and morphology manipulation of
single particle and granular materials by a vibration tweezer, Soft Robotics, 8 (2021), 1-9.
[9] N. Guo, J. Zhao, A coupled FEM/DEM approach for hierarchical multiscale modelling of
granular media, International Journal for Numerical Methods in Engineering, 99 (2014),
789-818.
[10] B. Du, C. Zhao, G. Dong, J. Bi, FEM-DEM coupling analysis for solid granule medium
forming new technology, Journal of Materials Processing Technology, 249 (2017), 108-
117.
[11] D. Forsstrom, P. Jonsen, Calibration and validation of a large scale abrasive wear model
126
by coupling DEM-FEM: Local failure prediction from abrasive wear of tipper bodies
during unloading of granular material, Engineering Failure Analysis, 66 (2016), 274-283.
[12] Y. Jihong, Q. Nian, Combination of DEM/FEM for progressive collapse simulation of
domes under earthquake action, International Journal of Steel Structures, 18 (2018), 305-
316.
[13] Q.J. Zheng, M.H. Xu, K.W. Chu, R.H. Pan, A.B. Yu, A coupled FEM/DEM model for pipe
conveyor systems: Analysis of the contact forces on belt, Powder Technology, 314 (2017),
480-489.
[14] J. Pan, J. Li, G. Hong, J. Bai, A mapping discrete element method for nonlinear dynamics
of vibrating plate-particle coupling system, Powder Technology, 314 (2017), 480-489.
[15] L. Liu, J. Li, C. Wan, Nonlinear dynamics of excited plate immersed in granular matter,
Nonlinear Dynamics, 91 (2018), 147-156.
[16] W. Wang, Y. Liu, G. Zhu, K. Liu, Using FEM–DEM coupling method to study three-body
friction behavior, Wear, 318 (2014), 114-123.
[17] D. Wang, C. Wu, Vibration response prediction of plate with particle dampers using
cosimulation method, Shock and Vibration, 270398 (2015), 1-14.
[18] C.S. Lin, S.M. Sajjadi Alehashem, Y. L. Wang, Y. Q. Ni, Model development of a new rail
particle damper and parameter optimization using FEM-DEM coupling approach, The
Hong Kong Polytechnic University.
[19] N. Ahmad, R. Ranganath, A. Ghosal, Modeling and experimental study of a honeycomb
beam filled with damping particles, Journal of Sound and Vibration, 391 (2017), 20-34.
[20] S.E. Olson, An analytical particle damping model, Journal of Sound and Vibration, 264
(2003), 1155-1166.
[21] Z. Xu, M.Y. Wang, T. Chen, Particle damping for passive vibration suppression: numerical
modelling and experimental investigation, Journal of Sound and Vibration, 279 (2005),
1097-1120.
127
[22] M. Gharib, S. Ghani, Free vibration analysis of linear particle chain impact damper,
Journal of Sound and Vibration, 332 (2013), 6254-6264.
[23] Y.C. Chung, Y.R. Wu, Dynamic modeling of a gear transmission system containing
damping particles using coupled multi-body dynamics and discrete element method,
Nonlinear Dynamics, 98 (2019), 129-149.
[24] Y.C. Chung, J.Y. Ooi, Benchmark tests for verifying discrete element modelling codes at
particle impact level, Granular Matter, 13 (2011), 643-656.
[25] Y.C. Chung, C.W. Wu, C.Y. Kuo, S.S. Hsiau, A rapid granular chute avalanche impinging
on a small fixed obstacle: DEM modeling, experimental validation and exploration of
granular stress, Applied Mathematical Modelling, 74 (2019), 540-568.
[26] W. Zhao, S. Ji, Mesh convergence behavior and the effect of element integration of a
human head injury model, Annals of Biomedical Engineering, 47 (2019), 475-486.
[27] H. Kim, T. Park, R. Esmaeilpour, F. Pourboghrat1, Numerical study of incremental sheet
forming processes, Journal of Physics: Conference Series, 1063 (2018), 012017.
[28] C.Y. Liao, C.C. Ma, Transient behavior of a cantilever plate subjected to impact loading:
Theoretical analysis and experimental measurement, International Journal of Mechanical
Sciences, 166 (2020), 105217.
[29] Y.C. Chung, S.S. Hsiau, H.H. Liao, J.Y. Ooi, An improved PTV technique to evaluate the
velocity field of non-spherical particles, Powder Technology, 202 (2010), 151-161.
[30] Y.C. Chung, H.H. Liao, S.S. Hsiau, Convection behavior of non-spherical particles in a
vibrating bed: Discrete element modeling and experimental validation, Powder
Technology, 237 (2013), 53-66.
[31] C.C. Liao, Y.C. Chung, T.C. Kuo, Effect of various inserts on flow behavior of Fe2O3
beads-Part II:Exploration of internal dynamic properties, Powder Technology, 399 (2022),
117221.
[32] C.C. Liao, Y.C. Chung, C.H. Weng, A study on the energy dissipation mechanism of
128
dynamic mechanical systems with particle dampers by using the novel energy method,
Nonlinear Dynamics, 111 (2023), 15955-15980 |