Optimized High-order Finite-difference Modeling of Second-order Strain Gradient Wave Field Effects

被引:0
作者
Hu, Zi-hao [1 ]
Feng, Hai-xin [2 ]
Zhou, Zhi-chun [3 ]
Li, You-ming [4 ]
Whang, Zhi-yang [1 ]
机构
[1] Beijing Univ Chem Technol, Coll Informat Sci & Technol, Beijing 100029, Peoples R China
[2] China Elect Technol Grp Co, Res Inst 3, Beijing 100015, Peoples R China
[3] Beijing Univ Aeronaut & Astronaut, Beijing 100191, Peoples R China
[4] Chinese Acad Sci, Inst Geol & Geophys, Key Lab Petr Resources Res, Beijing 100029, Peoples R China
关键词
Second-order strain gradient; Numerical modelling; Black widow optimization algorithm; Asymmetric elastic wave equation; SCALE IDENTIFICATION PROCEDURES; ELASTICITY;
D O I
10.1007/s11770-023-1021-3
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The second-order strain gradient wave equation, which is based on the generalized continuum mechanics theory, can enrich the content of classical continuum mechanics theory with the incorporation of the second-order spatial derivative term of displacement. Furthermore, it incorporates scale parameters of the media characteristics to bridge the gap between a micromodel and classical continuum mechanics, thus reflecting the microstructure characteristics within the media. Wang derived a constitutive equation of the single-parameter second-order strain gradient theory using a nonlocal theory and provided a mathematical expression for the second-order strain gradient asymmetric elastic wave equation combined with the geometric equation and differential equation of motion. The second-order strain gradient theory can reflect the smaller-scale effect of seismic wave propagation within the neighborhood of average particle diameter l of the medium. Considering the relatively weak spatial scale effect, the numerical dispersion generated when the difference operator approximates the differential operator can suppress the scale effect. Thus, to accurately describe and analyze the scale effects, the finite-difference operator must be optimized. This paper proposes an improved black window optimization algorithm to obtain optimized finite-difference coefficients and perform numerical modelling based on the second-order strain gradient wave equation. Numerical modelling results reveal that the numerical dispersion is well suppressed, and the smaller spatial scale effects can be clearly observed and extracted from the seismograms.
引用
收藏
页码:278 / 290
页数:13
相关论文
共 26 条
[1]   Strain gradient interpretation of size effects [J].
Aifantis, EC .
INTERNATIONAL JOURNAL OF FRACTURE, 1999, 95 (1-4) :299-314
[2]  
Altan B. S., 1997, J MECH BEHAV MATER, V8, P231, DOI DOI 10.1515/JMBM.1997.8.3.231
[3]   Implicit gradient elasticity [J].
Askes, Harm ;
Gutierrez, Miguel A. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2006, 67 (03) :400-416
[4]   Gradient elasticity in statics and dynamics: An overview of formulations, length scale identification procedures, finite element implementations and new results [J].
Askes, Harm ;
Aifantis, Elias C. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2011, 48 (13) :1962-1990
[5]   Matrix representations for 3D strain-gradient elasticity [J].
Auffray, N. ;
Le Quang, H. ;
He, Q. C. .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2013, 61 (05) :1202-1223
[6]  
Broadbent T A A., 1959, MATH GAZ, V43, P311, DOI [10.2307/3610682, DOI 10.2307/3610682]
[7]   Optimizing staggered-grid finite-difference method based on the least-squares combination of the square window function [J].
Chen, Chao-pu ;
Liu, Hong ;
Wang, Zhi-yang ;
Bai, Wen-lei ;
Zhang, Cheng-fang ;
Meng, Zi-rui .
APPLIED GEOPHYSICS, 2021,
[8]  
Chu CL, 2012, GEOPHYSICS, V77, pW17, DOI [10.1190/GEO2011-0336.1, 10.1190/geo2011-0336.1]
[9]  
Cosserat E, 1909, THEORIE CORPS DEFORM
[10]   Gradient elasticity and dispersive wave propagation: Model motivation and length scale identification procedures in concrete and composite laminates [J].
De Domenico, Dario ;
Askes, Harm ;
Aifantis, Elias C. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2019, 158 :176-190