A novel sub-step composite implicit time integration scheme for structural dynamics

•Desirable computation accuracy (including Amplitude Decay (AD), Period Elongation (PE)).•Good numerical dissipation/dispersion characteristics when compared with other schemes (applicable for wave propagation analysis).•Desirable computation efficiency when compared with other typical schemes. In t...

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Veröffentlicht in:	Computers & structures Jg. 182; S. 176 - 186
Hauptverfasser:	Wen, W.B., Wei, K., Lei, H.S., Duan, S.Y., Fang, D.N.
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	New York Elsevier Ltd 01.04.2017 Elsevier BV
Schlagworte:	Algorithms Computer simulation Computing time Dynamic stability Elongation Finite elements Implicit time integration Numerical analysis Numerical dissipation Propagation Stability Structural dynamics Studies Time integration Structural dynamics Finite elements Stability Implicit time integration
ISSN:	0045-7949, 1879-2243
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Abstract	•Desirable computation accuracy (including Amplitude Decay (AD), Period Elongation (PE)).•Good numerical dissipation/dispersion characteristics when compared with other schemes (applicable for wave propagation analysis).•Desirable computation efficiency when compared with other typical schemes. In this paper, a novel sub-step composite implicit time integration scheme is presented for solving the problems in structural dynamics. The proposed scheme possesses desirable stability and accuracy. With appropriate algorithmic parameter value, the scheme can attain controllable amplitude decay and period elongation. Effectiveness of the proposed scheme is tested in some example solutions by comparing with other well-known implicit schemes. Theoretical analysis and numerical simulations demonstrate that the proposed scheme possesses high computation efficiency as well as desirable numerical dissipation characteristics.
AbstractList	•Desirable computation accuracy (including Amplitude Decay (AD), Period Elongation (PE)).•Good numerical dissipation/dispersion characteristics when compared with other schemes (applicable for wave propagation analysis).•Desirable computation efficiency when compared with other typical schemes. In this paper, a novel sub-step composite implicit time integration scheme is presented for solving the problems in structural dynamics. The proposed scheme possesses desirable stability and accuracy. With appropriate algorithmic parameter value, the scheme can attain controllable amplitude decay and period elongation. Effectiveness of the proposed scheme is tested in some example solutions by comparing with other well-known implicit schemes. Theoretical analysis and numerical simulations demonstrate that the proposed scheme possesses high computation efficiency as well as desirable numerical dissipation characteristics. In this paper, a novel sub-step composite implicit time integration scheme is presented for solving the problems in structural dynamics. The proposed scheme possesses desirable stability and accuracy. With appropriate algorithmic parameter value, the scheme can attain controllable amplitude decay and period elongation. Effectiveness of the proposed scheme is tested in some example solutions by comparing with other well-known implicit schemes. Theoretical analysis and numerical simulations demonstrate that the proposed scheme possesses high computation efficiency as well as desirable numerical dissipation characteristics.
Author	Wen, W.B. Wei, K. Lei, H.S. Duan, S.Y. Fang, D.N.
Author_xml	– sequence: 1 givenname: W.B. surname: Wen fullname: Wen, W.B. organization: College of Engineering, Peking University, Beijing 100871, PR China – sequence: 2 givenname: K. surname: Wei fullname: Wei, K. organization: State Key Laboratory of Advanced Design and Manufacturing for Vehicle Body, School of Mechanical and Vehicle Engineering, Hunan University, Changsha 410082, PR China – sequence: 3 givenname: H.S. surname: Lei fullname: Lei, H.S. email: leihongshuai@pku.edu.cn organization: College of Engineering, Peking University, Beijing 100871, PR China – sequence: 4 givenname: S.Y. surname: Duan fullname: Duan, S.Y. organization: Beijing Institute of Technology, Beijing 100081, PR China – sequence: 5 givenname: D.N. surname: Fang fullname: Fang, D.N. organization: College of Engineering, Peking University, Beijing 100871, PR China
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Title	A novel sub-step composite implicit time integration scheme for structural dynamics
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