A simple explicit single step time integration algorithm for structural dynamics

Summary In this article, a new single‐step explicit time integration method is developed based on the Newmark approximations for the analysis of various dynamic problems. The newly proposed method is second‐order accurate and able to control numerical dissipation through the parameters of the Newmar...

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Veröffentlicht in:International journal for numerical methods in engineering Jg. 119; H. 5; S. 383 - 403
1. Verfasser: Kim, Wooram
Format: Journal Article
Sprache:Englisch
Veröffentlicht: Bognor Regis Wiley Subscription Services, Inc 03.08.2019
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ISSN:0029-5981, 1097-0207
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Abstract Summary In this article, a new single‐step explicit time integration method is developed based on the Newmark approximations for the analysis of various dynamic problems. The newly proposed method is second‐order accurate and able to control numerical dissipation through the parameters of the Newmark approximations. Explicitness and order of accuracy of the proposed method are not affected in velocity‐dependent problems. Illustrative linear and nonlinear examples are used to verify performances of the proposed method.
AbstractList In this article, a new single‐step explicit time integration method is developed based on the Newmark approximations for the analysis of various dynamic problems. The newly proposed method is second‐order accurate and able to control numerical dissipation through the parameters of the Newmark approximations. Explicitness and order of accuracy of the proposed method are not affected in velocity‐dependent problems. Illustrative linear and nonlinear examples are used to verify performances of the proposed method.
Summary In this article, a new single‐step explicit time integration method is developed based on the Newmark approximations for the analysis of various dynamic problems. The newly proposed method is second‐order accurate and able to control numerical dissipation through the parameters of the Newmark approximations. Explicitness and order of accuracy of the proposed method are not affected in velocity‐dependent problems. Illustrative linear and nonlinear examples are used to verify performances of the proposed method.
Author Kim, Wooram
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  organization: Korea Army Academy at Yeongcheon
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Snippet Summary In this article, a new single‐step explicit time integration method is developed based on the Newmark approximations for the analysis of various...
In this article, a new single‐step explicit time integration method is developed based on the Newmark approximations for the analysis of various dynamic...
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SubjectTerms Algorithms
controllable numerical dissipation
explicit time integration method
impact and wave propagation
linear and nonlinear structural dynamics
Numerical dissipation
pendulums
Stability
Time integration
Title A simple explicit single step time integration algorithm for structural dynamics
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