Multi-axial unsplit frequency-shifted perfectly matched layer for displacement-based anisotropic wave simulation in infinite domain

被引:2
作者
Xie, Zhinan [1 ,2 ,4 ]
Zheng, Yonglu [1 ,2 ]
Cristini, Paul [3 ]
Zhang, Xubin [1 ,2 ]
机构
[1] China Earthquake Adm, Inst Engn Mech, Key Lab Earthquake Engn & Engn Vibrat, 29 Xuefu Rd, Harbin 150080, Peoples R China
[2] Minist Emergency Management, Key Lab Earthquake Disaster Mitigat, Harbin 150080, Peoples R China
[3] Aix Marseille Univ, CNRS, Cent Marseille, LMA, F-13353 Marseille, France
[4] China Earthquake Adm, Inst Engn Mech, 29 Xuefu Rd, Harbin 150080, Peoples R China
基金
中国国家自然科学基金;
关键词
computational seismology; seismic anisotropy; wave propagation; elastodynamics; ABSORBING BOUNDARY-CONDITION; M-PML; NUMERICAL-SIMULATION; FINITE-ELEMENTS; PROPAGATION; MEDIA; IMPLEMENTATION; STABILITY;
D O I
10.1007/s11803-023-2170-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Multi-axial perfectly matched layer (M-PML), known to have lost the perfect-matching property owing to multi-axial coordinate stretching, has been numerically validated to be long-time stable and it is thus used extensively in linear anisotropic wave simulation and in isotropic cases where the PML becomes unstable. We are concerned with the construction of the M-PML for anisotropic wave simulation based on a second order wave equation implemented with the displacement-based numerical method. We address the benefit of the incorrect chain rule, which is implicitly adopted in the previous derivation of the M-PML. We show that using the frequency-shifted stretching function improves the absorbing efficiency of the M-PML for near-grazing incident waves. Then, through multi-axial complex-coordinate stretching the second order anisotropic wave equation in a weak form, we derive a time-domain multi-axial unsplit frequency-shifted PML (M-UFSPML) using the frequency-shifted stretching function and the incorrect chain rule. A new approach is provided to reduce the number of memory variables needed for computing convolution terms in the M-UFSPML. The obtained M-UFSPML is well suited for implementation with a finite element or the spectral element method. By providing several typical examples, we numerically verify the accuracy and long-time stability of the implementation of our M-UFSPML by utilizing the Legendre spectral element method.
引用
收藏
页码:407 / 421
页数:15
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