Comparative study of numerical explicit time integration algorithms

被引:0
|
作者
Rio, G [1 ]
Soive, A [1 ]
Grolleau, V [1 ]
机构
[1] Univ Bretagne Sud, Lab Genie Mecan & Mat, Lorient, France
来源
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The aim of this research is to make a comparative study of numerical explicit time integration algorithms used in the domain of shock and impact. Numerical simulation of such problems, with explicit algorithms for time integration, involves very small time steps for reasons of stability. Thus, very high numerical frequencies can be found in the final solution in displacement or stress. But generally the high frequencies and mode shapes of the spatially discretized equations do not accurately represent the behavior of the original problem. It is proved that algorithms such as Chung-Lee, Zhai, HHT, Tchamwa, central difference method, are useful to solve problems including high speed phenomena. The different regions of stability, accuracy, but also the capacity of each numerical scheme to smooth very high frequencies are compared. Finally, these integration schemes are implemented in the HEREZH++ finite element code developed at the LG2M laboratory ([1]). For some simple problems the solutions obtained from HEREZH++ and the commercial code LS-DYNA are compared and discussed, For instance, following these simulations, it seems that the Tchamwa's algorithm is particularly efficient to smooth the highest frequencies.
引用
收藏
页码:207 / 216
页数:10
相关论文
共 50 条
  • [41] A varying time-step explicit numerical integration algorithm for solving motion equation
    Zhou Zheng-hua
    Wang Yu-huan
    Liu Quan
    Yin Xiao-tao
    Yang Cheng
    EARTHQUAKE SCIENCE, 2005, 18 (02) : 239 - 244
  • [42] Higher-order explicit time integration methods for numerical analyses of structural dynamics
    Kim, Wooram
    LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES, 2019, 16 (06):
  • [43] On an accurate A-posteriori error estimator and adaptive time stepping for the implicit and explicit composite time integration algorithms
    Wang, Yazhou
    Zhang, Tong
    Zhang, Xuelin
    Mei, Shengwei
    Xie, Ningning
    Xue, Xiaodai
    Tamma, Kumar
    COMPUTERS & STRUCTURES, 2022, 265
  • [44] A comparison between the Tchamwa-Wielgosz and the Chung-Lee explicit time integration algorithms
    Grolleau, V
    Soive, A
    Rio, G
    COMPTES RENDUS MECANIQUE, 2004, 332 (11): : 927 - 932
  • [45] Comparisons of model-based explicit integration algorithms in real-time substructure testing
    Tang Y.
    Qin H.
    Gongcheng Lixue/Engineering Mechanics, 2020, 37 : 1 - 5and12
  • [46] Error behaviour in explicit integration algorithms with automatic substepping
    Lloret-Cabot, Marti
    Sloan, Scott W.
    Sheng, Daichao
    Abbo, Andrew J.
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2016, 108 (09) : 1030 - 1053
  • [47] Time integration in linear viscoelasticity—a comparative study
    Joonas Sorvari
    Jari Hämäläinen
    Mechanics of Time-Dependent Materials, 2010, 14 : 307 - 328
  • [48] The Bipenalty Method for Explicit Time Integration
    Askes, H.
    Carames-Saddler, M.
    Rodriguez-Ferran, A.
    PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY, 2010, 93
  • [49] IMPROVED NUMERICAL DISSIPATION FOR TIME INTEGRATION ALGORITHMS IN CONDUCTION HEAT-TRANSFER
    CORNWELL, RE
    MALKUS, DS
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1992, 97 (02) : 149 - 156
  • [50] Simulation of time-multiplexing Cellular Neural Networks with numerical integration algorithms
    Murugesh, V.
    Murugesan, K.
    COMPUTATIONAL SCIENCE - ICCS 2006, PT 1, PROCEEDINGS, 2006, 3991 : 457 - 464