A New Predictor-Corrector Explicit Integration Method with Unconditional Stability and Higher-Order Accuracy

被引:0
作者
Fu, Bo [1 ,2 ]
Ilunga, Stephane Lavery [1 ]
Chen, Jin [1 ]
机构
[1] Changan Univ, Sch Civil Engn, Xian 710061, Peoples R China
[2] Shandong Jianzhu Univ, Key Lab Bldg Struct Retrofitting & Underground Spa, Minist Educ, Jinan 250101, Peoples R China
基金
中国国家自然科学基金;
关键词
Integration method; model-based; explicit; higher-order; stability; accuracy; STRUCTURAL DYNAMICS; NUMERICAL DISSIPATION; ALGORITHMS; FAMILY;
D O I
10.1142/S0219455424502201
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
There are very few integration methods satisfying the explicit displacement formulation, unconditional stability, and higher-order accuracy, simultaneously. This paper proposes a new predictor-corrector explicit (NPCE) integration method with unconditional stability and higher-order accuracy. The NPCE is developed by matching its temporal discrete equation (TDE) with that of a recently developed fourth-order new dual-explicit (NDE) integration method. The accuracy and stability of the NPCE scheme are analyzed. It is found that the NPCE method possesses the same stability property as the NDE method. In addition, the NPCE method can achieve the same accuracy level as the NDE method for the undamped system, and it is more accurate than the NDE method for the damped system. The performance of the NPCE method is illustrated by four numerical examples. Some representative integration methods are adopted for comparison. The results indicate that the NPCE method has excellent accuracy with low relative absolute and squared errors.
引用
收藏
页数:26
相关论文
共 40 条
  • [11] A NEW FAMILY OF EXPLICIT TIME INTEGRATION METHODS FOR LINEAR AND NONLINEAR STRUCTURAL DYNAMICS
    CHUNG, JT
    LEE, JM
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (23) : 3961 - 3976
  • [12] New Explicit Integration Algorithms with Controllable Numerical Dissipation for Structural Dynamics
    Du, Xiaoqiong
    Yang, Dixiong
    Zhou, Jilei
    Yan, Xiaoliang
    Zhao, Yongliang
    Li, Shi
    [J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2018, 18 (03)
  • [13] A dual-explicit model-based integration algorithm with higher-order accuracy for structural dynamics
    Fu, Bo
    Zhang, Fu-Tai
    [J]. APPLIED MATHEMATICAL MODELLING, 2022, 110 : 513 - 541
  • [14] A New Family of Explicit Model-Based Integration Algorithms for Structural Dynamic Analysis
    Fu, Bo
    Feng, De-Cheng
    Jiang, Huanjun
    [J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2019, 19 (06)
  • [15] Development of a family of explicit algorithms for structural dynamics with unconditional stability
    Gui, Yao
    Wang, Jin-Ting
    Jin, Feng
    Chen, Cheng
    Zhou, Meng-Xia
    [J]. NONLINEAR DYNAMICS, 2014, 77 (04) : 1157 - 1170
  • [16] An unconditionally stable time integration method with controllable dissipation for second-order nonlinear dynamics
    Ji, Yi
    Xing, Yufeng
    Wiercigroch, Marian
    [J]. NONLINEAR DYNAMICS, 2021, 105 (04) : 3341 - 3358
  • [17] A Two-Sub-Step Generalized Central Difference Method for General Dynamics
    Ji, Yi
    Xing, Yufeng
    [J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2020, 20 (07)
  • [18] Higher-Order Accurate Explicit Time Schemes with Improved Dissipation Properties
    Kim, Wooram
    Choi, Hyung Gyu
    Kwon, Seongjin
    [J]. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2023, 23 (14)
  • [19] An accurate two-stage explicit time integration scheme for structural dynamics and various dynamic problems
    Kim, Wooram
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2019, 120 (01) : 1 - 28
  • [20] An improved explicit time integration method for linear and nonlinear structural dynamics
    Kim, Wooram
    Lee, Jin Ho
    [J]. COMPUTERS & STRUCTURES, 2018, 206 : 42 - 53