journal article·2024-03-05Open access

Multi-Directional Viscous Damping Absorbing Boundary in Numerical Simulation of Elastic Wave Dynamic Response

Jianguo Zhao, Yang Yu, Hao Xu, Rongtang Zhang, Yuxi Ma, Jialiang Li

Applied Sciences· Volume 14· Issue 5

Abstract

Numerical seismic wave field simulation is essential for studying the dynamic responses in semi-infinite space, and the absorbing boundary setting is critical for simulation accuracy. This study addresses spherical waves incident from the free boundary by applying dynamic equations and Rayleigh damping. A new multi-directional viscous damping absorbing boundary (MVDB) method is proposed based on regional attenuation. An approximate formula for the damping value is established, which can achieve absorbing the boundary setting by only solving the mass damping coefficients without increasing the absorbing region grid cells or depending on the spatial and temporal walking distance. The validity and stability of the proposed method are proven through numerical calculations with seismic sources incident from different angles. Meanwhile, the key parameters affecting the absorption of the MVDB are analyzed, and the best implementation scheme is provided. In order to meet the requirements of mediums with different elastic parameters for boundary absorption and ensure the high efficiency of numerical calculations, the damping amplitude control coefficients k can be set between 1.02 and 1.12, the thickness of the absorbing region L is set to 2–3 times of the wavelength of the incident transverse wave, and the thickness of the single absorbing layer is set to the size of the discrete mesh of the model Δl.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Elasticity and Wave Propagation

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan 430023, China

Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia

Engineering Research Center of Key Technology for Phosphogypsum in Road Construction, Hubei Province, Xiaogan 420900, China

Funding

Hubei Key Laboratory of Marine Geological Resources · Changjiang River Scientific Research Institute (CRSRI) · National Natural Science Foundation of China

References (58)

Show source-provided references
1. Design and numerical analysis of new earthquake-resilient semi-rigid joints10.1016/j.jcsr.2023.108393 ↗
2. Capability of elastic-wave imaging for monitoring conformance and containment in geologic carbon storage10.1016/j.ijggc.2022.103759 ↗
3. Structural health monitoring (SHM) and Nondestructive testing (NDT) of slender masonry structures: A practical review10.1016/j.conbuildmat.2021.123768 ↗
4. Seismic analysis of a half-space containing a water-filled valley under 2D oblique incident waves by finite-infinite element method10.1016/j.soildyn.2023.107872 ↗
5. Time-domain PML formulation for modeling viscoelastic waves with Rayleigh-type damping in an unbounded domain: Theory and application in ABAQUS10.1016/j.finel.2018.08.004 ↗
6. Accurate seabed modeling using finite difference methods10.1007/s10596-017-9705-5 ↗
7. MPI-OpenMP hybrid simulations using boundary integral equation and finite difference methods for earthquake dynamics and wave propagation: Application to the 2007 Niigata Chuetsu-Oki earthquake (Mw6.6)10.1016/j.procs.2011.04.162 ↗
8. Boundary element model for the analysis of the dynamic response of the Soria arch dam and experimental validation from ambient vibration tests10.1016/j.enganabound.2022.08.008 ↗
9. Dynamics-based analytical solutions to singular integrals for elastodynamics by time domain boundary element method10.1016/j.apm.2017.12.019 ↗
10. Three-dimensional dynamic transient response of a poro-elastic unsaturated seabed and a rubble mound breakwater due to seismic loading10.1016/j.soildyn.2012.08.011 ↗
11. A time-domain approach for the simulation of three-dimensional seismic wave propagation using the scaled boundary finite element method10.1016/j.soildyn.2021.107011 ↗
12. Finite Dynamic Model for Infinite Media10.1061/JMCEA3.0001144 ↗
13. Axisymmetric Time-Domain Transmitting Boundaries10.1061/(ASCE)0733-9399(1994)120:1(25) ↗
14. Consistent viscous-spring artificial boundaries and viscous-spring boundary elements
15. Diffraction and refraction of surface waves using finite and infinite elements10.1002/nme.1620110808 ↗
16. Extension of the PML absorbing boundary condition to 3D spherical coordinates: Scalar case10.1109/20.717621 ↗
17. On the reconstruction of the near-surface seismic motion10.1016/j.soildyn.2023.108414 ↗
18. A perfectly matched layer for the absorption of electromagnetic waves10.1006/jcph.1994.1159 ↗
19. Improved PML for the FDTD solution of wave-structure interaction problems10.1109/8.558661 ↗
20. A Nonconvolutional, Split-Field, Perfectly Matched Layer for Wave Propagation in Isotropic and Anisotropic Elastic Media: Stability Analysis10.1785/0120070223 ↗
21. A multiaxial perfectly matched layer (M-PML) for the long-time simulation of elastic wave propagation in the second-order equations10.1016/j.jappgeo.2013.12.006 ↗
22. A simple multi-directional absorbing layer method to simulate elastic wave propagation in unbounded domains10.1002/nme.3035 ↗
23. A simple numerical absorbing layer method in elastodynamics10.1016/j.crme.2009.12.004 ↗
24. Effective time-frequency characterization of Lamb wave dispersion in plate-like structures with non-reflecting boundaries
25. Characterisation of guided wave dispersion in isotropic tubes based on damping finite element boundaries10.1784/insi.2023.65.1.28 ↗
26. A generalized response spectrum method for seismic response analysis of underground structure combined with viscous-spring artificial boundary10.1016/j.soildyn.2020.106451 ↗
27. Investigation on artificial boundary problem in the combined finite-discrete element method (FDEM)10.1016/j.compgeo.2022.104969 ↗
28. 3D viscous-spring artificial boundary in time domain10.1007/s11803-006-0585-2 ↗
29. Seismic damage characteristics of high arch dams under oblique incidence of SV waves10.1016/j.engfailanal.2023.107445 ↗
30. Study on Ultimate Anti-Seismic Capacity of High Arch Dam10.1061/(ASCE)AS.1943-5525.0000209 ↗
31. A 2D non-water substructure model in time domain for breakwater-water-bedrock (layered) system excited by inclined seismic waves10.1016/j.oceaneng.2022.112223 ↗
32. A stress artificial boundary in fea for near-field wave problem
33. Frequency-independent infinite elements for analysing semi-infinite problems10.1002/(SICI)1097-0207(19961030)39:20<3553::AID-NME16>3.0.CO;2-6 ↗
34. Enhanced mixed boundary for modeling infinite domain in 2.5D soil vibration analysis10.1016/j.soildyn.2023.108021 ↗
35. An unsplit convolutional perfectly matched layer improved at grazing incidence for the seismic wave equation10.1190/1.2757586 ↗
36. Frequency dependence of the constitutive parameters of causal perfectly matched anisotropic absorbers10.1109/75.544545 ↗
37. A hybrid artificial boundary combining perfectly matched layer and infinite elements for analysing semi-infinite problems10.1016/j.enganabound.2023.06.028 ↗
38. A joint absorbing boundary for the multiple-relaxation-time lattice Boltzmann method in seismic acoustic wavefield modeling10.1016/j.petsci.2023.02.019 ↗
39. Finite element implementation of efficient absorbing layers for time harmonic elastodynamics of unbounded domains10.1016/j.soildyn.2018.06.026 ↗
40. A two-and-a-half-dimensional displacement-based PML for elastodynamic wave propagation10.1002/nme.3344 ↗
41. On numerical computation of impedance functions for rigid soil-structure interfaces embedded in heterogeneous half-spaces10.1016/j.compgeo.2015.11.001 ↗
42. Kusanovic, D.S., Seylabi, E.E., Ayoubi, P., Nguyen, K.T., Garcia-Suarez, J., Kottke, A.R., and Asimaki, D. (2023). Seismo-VLAB: An Open-Source Software for Soil–Structure Interaction Analyses. Mathematics, 11.10.3390/math11214530 ↗
43. Acoustics of porous composites10.1016/j.compositesb.2021.109006 ↗
44. Semblat, J.-F., and Pecker, A. (2009). Waves and Vibrations in Soils: Earthquakes, Traffic, Shocks, Construction Works, IUSS Press.
45. Local absorbing boundary conditions to simulate wave propagation in unbounded viscoelastic domains10.1016/j.compstruc.2018.06.011 ↗
46. The Newmark scheme as velocity-stress time-staggering: An efficient PML implementation for spectral element simulations of elastodynamics10.1111/j.1365-246X.2005.02601.x ↗
47. Prasad, B.K. (2020). Structural Dynamics in Earthquake and Blast Resistant Design, Taylor & Francis Ltd.10.1201/9781351250528 ↗
48. Meirovitch, L. (2001). Fundamentals of Vibrations, McGraw-Hill.10.1115/1.1421112 ↗
49. Significance of Rayleigh damping in nonlinear numerical seismic analysis of tunnels10.1016/j.soildyn.2018.09.013 ↗
50. Rayleigh Damping in Abaqus/Explicit Dynamic Analysis10.4028/www.scientific.net/AMM.627.288 ↗
51. Evaluation of the Rayleigh damping model for buildings10.1016/j.engstruct.2017.02.001 ↗
52. Time history response analysis using extended Rayleigh damping model10.1016/j.proeng.2017.09.408 ↗
53. Time step constraints in finite element analysis of the poisson type equation10.1016/0045-7949(89)90230-7 ↗
54. Time-step constraints in coupled hydro-mechanical finite element analysis of unsaturated soils10.1016/j.compgeo.2023.105914 ↗
55. A uniform strain hexahedron and quadrilateral with orthogonal hourglass control10.1002/nme.1620170504 ↗
56. Seismic response analysis of the reef-seawater system under obliquely incident P and SV waves10.1016/j.oceaneng.2020.107021 ↗
57. Effect of oblique incident wave perturbation on rock spalling: An insight from DEM modelling10.1007/s11771-023-5354-0 ↗
58. Longitudinal wave scattering in thin plates with symmetric damage considering oblique incidence10.1016/j.ultras.2023.107161 ↗