An explicit integration method with third-order accuracy for linear and nonlinear dynamic systems

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

Externe Organisationen

  • Hunan Institute of Science and Technology
  • Hong Kong Polytechnic University
  • The University of Liverpool
  • Tongji University
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Aufsatznummer115013
FachzeitschriftEngineering structures
Jahrgang274
Frühes Online-Datum28 Okt. 2022
PublikationsstatusVeröffentlicht - 1 Jan. 2023

Abstract

Computational efficiency and accuracy are two of the most important properties of integration methods. In this study, an explicit single-step integration method with third-order accuracy is proposed to improve computational efficiency and accuracy. The proposed method can achieve fourth-order accuracy in terms of displacement, velocity, and acceleration responses without physical damping. The algorithmic dissipation property is also improved to filter out high-frequency spurious responses on the premise of sufficient accuracy in the low-frequency response domain. Moreover, since the proposed method can advance the calculation step-by-step via the known displacement and velocity items, the time-consuming factorization of an effective stiffness matrix is not required in the calculation for the structure with a lumped mass matrix. In other words, high computational efficiency is ensured in the proposed method. The properties of the proposed method (i.e., the accuracy, convergence, dissipation, efficiency, and effectiveness of the nonlinearity) are demonstrated by using four representative examples. Specifically, a single-degree-of-freedom (SDOF) dynamic system with a theoretical solution is adopted to comparatively evaluate the accuracy and convergence of the proposed method, a typical nonlinear dynamic system is used to investigate the effectiveness of the nonlinear calculation; a linear Howe truss model is employed to explore the effectiveness and efficiency in the calculation of a multi-DOF structure, and a nonlinear wellbore modelis used to demonstrate the potential to solve the large-scale nonlinear system. Results show that the proposed method can obtain more accurate results in the nonlinear dynamic calculations; and its time consumption is around 65% of that of the Yuan method, 38% of that of the Kim method, and 30% of that of the Zhai method.

ASJC Scopus Sachgebiete

Zitieren

An explicit integration method with third-order accuracy for linear and nonlinear dynamic systems. / Liu, Wei; Ye, Tianxi; Yuan, Peng et al.
in: Engineering structures, Jahrgang 274, 115013, 01.01.2023.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Liu W, Ye T, Yuan P, Beer M, Tong X. An explicit integration method with third-order accuracy for linear and nonlinear dynamic systems. Engineering structures. 2023 Jan 1;274:115013. Epub 2022 Okt 28. doi: 10.1016/j.engstruct.2022.115013
Download
@article{5943506962d64c228e663960c09600b4,
title = "An explicit integration method with third-order accuracy for linear and nonlinear dynamic systems",
abstract = "Computational efficiency and accuracy are two of the most important properties of integration methods. In this study, an explicit single-step integration method with third-order accuracy is proposed to improve computational efficiency and accuracy. The proposed method can achieve fourth-order accuracy in terms of displacement, velocity, and acceleration responses without physical damping. The algorithmic dissipation property is also improved to filter out high-frequency spurious responses on the premise of sufficient accuracy in the low-frequency response domain. Moreover, since the proposed method can advance the calculation step-by-step via the known displacement and velocity items, the time-consuming factorization of an effective stiffness matrix is not required in the calculation for the structure with a lumped mass matrix. In other words, high computational efficiency is ensured in the proposed method. The properties of the proposed method (i.e., the accuracy, convergence, dissipation, efficiency, and effectiveness of the nonlinearity) are demonstrated by using four representative examples. Specifically, a single-degree-of-freedom (SDOF) dynamic system with a theoretical solution is adopted to comparatively evaluate the accuracy and convergence of the proposed method, a typical nonlinear dynamic system is used to investigate the effectiveness of the nonlinear calculation; a linear Howe truss model is employed to explore the effectiveness and efficiency in the calculation of a multi-DOF structure, and a nonlinear wellbore modelis used to demonstrate the potential to solve the large-scale nonlinear system. Results show that the proposed method can obtain more accurate results in the nonlinear dynamic calculations; and its time consumption is around 65% of that of the Yuan method, 38% of that of the Kim method, and 30% of that of the Zhai method.",
keywords = "Explicit integration method, High efficiency and accuracy, Improved dissipation, Linear and nonlinear system, Prediction-correction",
author = "Wei Liu and Tianxi Ye and Peng Yuan and Michael Beer and Xiaolong Tong",
year = "2023",
month = jan,
day = "1",
doi = "10.1016/j.engstruct.2022.115013",
language = "English",
volume = "274",
journal = "Engineering structures",
issn = "0141-0296",
publisher = "Elsevier BV",

}

Download

TY - JOUR

T1 - An explicit integration method with third-order accuracy for linear and nonlinear dynamic systems

AU - Liu, Wei

AU - Ye, Tianxi

AU - Yuan, Peng

AU - Beer, Michael

AU - Tong, Xiaolong

PY - 2023/1/1

Y1 - 2023/1/1

N2 - Computational efficiency and accuracy are two of the most important properties of integration methods. In this study, an explicit single-step integration method with third-order accuracy is proposed to improve computational efficiency and accuracy. The proposed method can achieve fourth-order accuracy in terms of displacement, velocity, and acceleration responses without physical damping. The algorithmic dissipation property is also improved to filter out high-frequency spurious responses on the premise of sufficient accuracy in the low-frequency response domain. Moreover, since the proposed method can advance the calculation step-by-step via the known displacement and velocity items, the time-consuming factorization of an effective stiffness matrix is not required in the calculation for the structure with a lumped mass matrix. In other words, high computational efficiency is ensured in the proposed method. The properties of the proposed method (i.e., the accuracy, convergence, dissipation, efficiency, and effectiveness of the nonlinearity) are demonstrated by using four representative examples. Specifically, a single-degree-of-freedom (SDOF) dynamic system with a theoretical solution is adopted to comparatively evaluate the accuracy and convergence of the proposed method, a typical nonlinear dynamic system is used to investigate the effectiveness of the nonlinear calculation; a linear Howe truss model is employed to explore the effectiveness and efficiency in the calculation of a multi-DOF structure, and a nonlinear wellbore modelis used to demonstrate the potential to solve the large-scale nonlinear system. Results show that the proposed method can obtain more accurate results in the nonlinear dynamic calculations; and its time consumption is around 65% of that of the Yuan method, 38% of that of the Kim method, and 30% of that of the Zhai method.

AB - Computational efficiency and accuracy are two of the most important properties of integration methods. In this study, an explicit single-step integration method with third-order accuracy is proposed to improve computational efficiency and accuracy. The proposed method can achieve fourth-order accuracy in terms of displacement, velocity, and acceleration responses without physical damping. The algorithmic dissipation property is also improved to filter out high-frequency spurious responses on the premise of sufficient accuracy in the low-frequency response domain. Moreover, since the proposed method can advance the calculation step-by-step via the known displacement and velocity items, the time-consuming factorization of an effective stiffness matrix is not required in the calculation for the structure with a lumped mass matrix. In other words, high computational efficiency is ensured in the proposed method. The properties of the proposed method (i.e., the accuracy, convergence, dissipation, efficiency, and effectiveness of the nonlinearity) are demonstrated by using four representative examples. Specifically, a single-degree-of-freedom (SDOF) dynamic system with a theoretical solution is adopted to comparatively evaluate the accuracy and convergence of the proposed method, a typical nonlinear dynamic system is used to investigate the effectiveness of the nonlinear calculation; a linear Howe truss model is employed to explore the effectiveness and efficiency in the calculation of a multi-DOF structure, and a nonlinear wellbore modelis used to demonstrate the potential to solve the large-scale nonlinear system. Results show that the proposed method can obtain more accurate results in the nonlinear dynamic calculations; and its time consumption is around 65% of that of the Yuan method, 38% of that of the Kim method, and 30% of that of the Zhai method.

KW - Explicit integration method

KW - High efficiency and accuracy

KW - Improved dissipation

KW - Linear and nonlinear system

KW - Prediction-correction

UR - http://www.scopus.com/inward/record.url?scp=85140709491&partnerID=8YFLogxK

U2 - 10.1016/j.engstruct.2022.115013

DO - 10.1016/j.engstruct.2022.115013

M3 - Article

AN - SCOPUS:85140709491

VL - 274

JO - Engineering structures

JF - Engineering structures

SN - 0141-0296

M1 - 115013

ER -