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

被引:3
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 72 条
[1]   Direct time-domain integration for exponentially damped linear method systems [J].
Adhikari, S ;
Wagner, N .
COMPUTERS & STRUCTURES, 2004, 82 (29-30) :2453-2461
[2]   Analysis of asymmetric nonviscously damped linear dynamic systems [J].
Adhikari, S ;
Wagner, N .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2003, 70 (06) :885-893
[3]   Identification of damping: Part 2, non-viscous damping [J].
Adhikari, S ;
Woodhouse, J .
JOURNAL OF SOUND AND VIBRATION, 2001, 243 (01) :63-88
[4]   FRACTIONAL CALCULUS - A DIFFERENT APPROACH TO THE ANALYSIS OF VISCOELASTICALLY DAMPED STRUCTURES [J].
BAGLEY, RL ;
TORVIK, PJ .
AIAA JOURNAL, 1983, 21 (05) :741-748
[5]   On a composite implicit time integration procedure for nonlinear dynamics [J].
Bathe, KJ ;
Baig, MMI .
COMPUTERS & STRUCTURES, 2005, 83 (31-32) :2513-2524
[6]  
Biot M.A., 1958, Linear thermodynamics and the mechanics of solids
[7]   IMPLICIT RUNGE-KUTTA PROCESSES [J].
BUTCHER, JC .
MATHEMATICS OF COMPUTATION, 1964, 18 (85) :50-&
[8]   A NEW FAMILY OF EXPLICIT TIME INTEGRATION METHODS FOR LINEAR AND NONLINEAR STRUCTURAL DYNAMICS [J].
CHUNG, JT ;
LEE, JM .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (23) :3961-3976
[9]   Computational methods for complex eigenproblems in finite element analysis of structural systems with viscoelastic damping treatments [J].
Cortes, Fernando ;
Elejabarrieta, Maria Jesus .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (44-47) :6448-6462
[10]   A direct integration formulation for exponentially damped structural systems [J].
Cortes, Fernando ;
Mateos, Modesto ;
Jesus Elejabarrieta, Maria .
COMPUTERS & STRUCTURES, 2009, 87 (5-6) :391-394