Improved explicit quartic B-spline time integration scheme for dynamic response analysis of viscoelastic systems

被引:1
|
作者
Liu, Tianhao [1 ]
Wang, Pan [1 ]
Wen, Weibin [1 ]
Feng, Fan [2 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410083, Peoples R China
[2] Hunan Inst Engn, Sch Civil Engn, Xiangtan 411104, Peoples R China
基金
中国国家自然科学基金;
关键词
Explicit; Time integration; Viscoelastic; B-spline; Dynamic response; STATE-SPACE METHOD; COMPUTATIONAL STRUCTURAL DYNAMICS; MODAL PROJECTION; ITERATIVE METHOD; IDENTIFICATION; EIGENVALUES; ALGORITHMS; MODELS; FAMILY;
D O I
10.1016/j.ymssp.2023.110982
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A quartic B-spline based explicit scheme is extended for dynamic analysis of viscoelastic systems. In the calculation formulation, different integration approximation schemes for exponential damping models and other damping models are presented. The mathematical derivation of the convolution solving strategy is formulated for viscoelastic systems. For the damping models composed of exponential function, this scheme only requires once convolution calculation in each time step, even though the dynamic equations are used twice. This significantly reduces the calculation time for the damping models composed of exponential function. Numerical examples show that the proposed quartic B-spline based explicit scheme achieves higher accuracy and efficiency compared to other competitive explicit schemes, not only for damping models composed of exponential functions, but also for other viscoelastic damping models.
引用
收藏
页数:25
相关论文
共 50 条
  • [41] Static and dynamic analysis of cylindrical shell by different kinds of B-spline wavelet finite elements on the interval
    Zhang, Xingwu
    He, Yanfei
    Li, Zengguang
    Zhai, Zhi
    Yan, Ruqiang
    Chen, Xuefeng
    ENGINEERING WITH COMPUTERS, 2020, 36 (04) : 1903 - 1914
  • [42] A time-marching procedure based on a sub-step explicit time integration scheme for non-viscous damping systems
    Tianhao Liu
    Weibin Wen
    Pan Wang
    Fan Feng
    Engineering with Computers, 2024, 40 : 1005 - 1025
  • [43] AN IMPROVED EXPLICIT-IMPLICIT PRECISE INTEGRATION METHOD FOR NONLINEAR DYNAMIC ANALYSIS OF STRUCTURES
    Ding, Zhi-Xia
    Du, Zuo-Lei
    Su, Wei
    Liu, Yao-Peng
    ADVANCED STEEL CONSTRUCTION, 2020, 16 (03): : 191 - 205
  • [44] An accurate two-stage explicit time integration scheme for structural dynamics and various dynamic problems
    Kim, Wooram
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2019, 120 (01) : 1 - 28
  • [45] Dynamic analysis of combined system of framed tube and shear walls by Galerkin method using B-spline functions
    Rahgozar, Reza
    Mahmoudzadeh, Zahra
    Malekinejad, Mohsen
    Rahgozar, Peyman
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2015, 24 (08) : 591 - 606
  • [46] Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation
    Kolay, Chinmoy
    Ricles, James M.
    JOURNAL OF EARTHQUAKE ENGINEERING, 2019, 23 (05) : 771 - 792
  • [47] Nonlinear dynamic analysis considering explicit and implicit time marching techniques with adaptive time integration parameters
    Soares, Delfim, Jr.
    ACTA MECHANICA, 2018, 229 (05) : 2097 - 2116
  • [48] Non-iterative explicit integration algorithms based on acceleration time history for nonlinear dynamic systems
    Chao Yang
    Qiang Li
    Shoune Xiao
    Archive of Applied Mechanics, 2020, 90 : 397 - 413
  • [49] Non-iterative explicit integration algorithms based on acceleration time history for nonlinear dynamic systems
    Yang, Chao
    Li, Qiang
    Xiao, Shoune
    ARCHIVE OF APPLIED MECHANICS, 2020, 90 (02) : 397 - 413
  • [50] Further insights of a composite implicit time integration scheme and its performance on linear seismic response analysis
    Liu, Tianhao
    Huang, Fanglin
    Wen, Weibin
    He, Xuhui
    Duan, Shengyu
    Fang, Daining
    ENGINEERING STRUCTURES, 2021, 241