Electromagnetic wave propagation analysis by an explicit adaptive technique based on connected space-time discretizations

被引:6
作者
Soares, Delfim [1 ]
Leal, Danielle R. de M. [1 ]
机构
[1] Univ Fed Juiz de Fora, Fac Engn, BR-36036330 Juiz De Fora, MG, Brazil
关键词
Wave propagation; Maxwell equations; Adaptive parameters; Time domain analysis; Explicit techniques; Subcycling; IMPROVED NUMERICAL DISSIPATION; ORDER TAYLOR-GALERKIN; STRUCTURAL DYNAMICS; INTEGRATION ALGORITHMS; MARCHING PROCEDURES; GREENS-FUNCTIONS; HYPERBOLIC SYSTEMS; STEPPING PROCEDURE; LINEAR DYNAMICS; ELASTIC-WAVES;
D O I
10.1016/j.finel.2017.11.002
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In this work, a new explicit time marching technique is considered to analyse 2D electromagnetic wave propagation problems. The technique considers adaptive time integrators, which are spatially and temporally locally computed, providing a connection between the adopted spatial and temporal discretizations. This approach allows the errors produced by both discretization procedures to be counterbalanced, enabling more accurate analyses. A multi time-steps methodology is also considered here, associated to subcycling techniques, enhancing the efficiency and the adaptive features of the method. As it is described along the paper, the new technique is very effective, robust and simple to implement, providing a very suitable numerical approach to analyse complex wave propagation models.
引用
收藏
页码:1 / 16
页数:16
相关论文
共 49 条
[1]   On a composite implicit time integration procedure for nonlinear dynamics [J].
Bathe, KJ ;
Baig, MMI .
COMPUTERS & STRUCTURES, 2005, 83 (31-32) :2513-2524
[2]   Error estimates and adaptive time stepping for various direct time integration methods [J].
Choi, CK ;
Chung, HJ .
COMPUTERS & STRUCTURES, 1996, 60 (06) :923-944
[3]   A TIME INTEGRATION ALGORITHM FOR STRUCTURAL DYNAMICS WITH IMPROVED NUMERICAL DISSIPATION - THE GENERALIZED-ALPHA METHOD [J].
CHUNG, J ;
HULBERT, GM .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1993, 60 (02) :371-375
[4]  
Daniel WJT, 1997, INT J NUMER METH ENG, V40, P2841, DOI 10.1002/(SICI)1097-0207(19970815)40:15<2841::AID-NME193>3.0.CO
[5]  
2-S
[7]   Higher-order accurate time-step-integration algorithms by post-integration techniques [J].
Fung, TC .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2002, 53 (05) :1175-1193
[8]   A stabilized central difference scheme for dynamic analysis [J].
Grosseholz, Georg ;
Soares, Delfim, Jr. ;
von Estorff, Otto .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2015, 102 (11) :1750-1760
[9]   A MODIFIED EULER METHOD FOR DYNAMIC ANALYSES [J].
HAHN, GD .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 32 (05) :943-955
[10]   IMPROVED NUMERICAL DISSIPATION FOR TIME INTEGRATION ALGORITHMS IN STRUCTURAL DYNAMICS [J].
HILBER, HM ;
HUGHES, TJR ;
TAYLOR, RL .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1977, 5 (03) :283-292