Precise integration of bridge structure collision models under seismic effect

Numerical analysis of collision is an important aspect of bridge seismic research. This paper introduces precise integration to the numerical analysis of seismic collision. Firstly, the collision forces of four contact element models were expressed in a unified form, including linear spring model, K...

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Autores principales: Junhong Yin, Menghao Wang, Ruijie Zhang, Zhengfang Dong
Formato: article
Lenguaje:EN
Publicado: Elsevier 2022
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Acceso en línea:https://doaj.org/article/1b3d1f9afce9473bafb1921e89291719
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spelling oai:doaj.org-article:1b3d1f9afce9473bafb1921e892917192021-11-30T04:13:54ZPrecise integration of bridge structure collision models under seismic effect1110-016810.1016/j.aej.2021.07.036https://doaj.org/article/1b3d1f9afce9473bafb1921e892917192022-03-01T00:00:00Zhttp://www.sciencedirect.com/science/article/pii/S1110016821005056https://doaj.org/toc/1110-0168Numerical analysis of collision is an important aspect of bridge seismic research. This paper introduces precise integration to the numerical analysis of seismic collision. Firstly, the collision forces of four contact element models were expressed in a unified form, including linear spring model, Kelvin-Voigt model, Hertz model, and Jan-Hertz-Damp model, and then the precision integration formula was derived for solving the collision force. Next, a collision time search method was proposed under the linear acceleration hypothesis, and the seismic collision was divided into a collision phase and a non-collision phase. Different time steps were adopted for the two phases. This strategy was verified by comparing simulation results with the data of theoretical analysis and shaking table test. The results show that precision integration ensures the accuracy of numerical calculation for bridge structure collision under seismic action, and achieves a high calculation efficiency; the contact element model and model parameters should be selected reasonably to analyze seismic collision of bridges; the Jan-Hertz-Damp model of contact elements boasts the highest simulation accuracy among the commonly used models.Junhong YinMenghao WangRuijie ZhangZhengfang DongElsevierarticleBridgeSeismic collisionPrecise integration methodContact elementsCollision forceEngineering (General). Civil engineering (General)TA1-2040ENAlexandria Engineering Journal, Vol 61, Iss 3, Pp 2146-2154 (2022)
institution DOAJ
collection DOAJ
language EN
topic Bridge
Seismic collision
Precise integration method
Contact elements
Collision force
Engineering (General). Civil engineering (General)
TA1-2040
spellingShingle Bridge
Seismic collision
Precise integration method
Contact elements
Collision force
Engineering (General). Civil engineering (General)
TA1-2040
Junhong Yin
Menghao Wang
Ruijie Zhang
Zhengfang Dong
Precise integration of bridge structure collision models under seismic effect
description Numerical analysis of collision is an important aspect of bridge seismic research. This paper introduces precise integration to the numerical analysis of seismic collision. Firstly, the collision forces of four contact element models were expressed in a unified form, including linear spring model, Kelvin-Voigt model, Hertz model, and Jan-Hertz-Damp model, and then the precision integration formula was derived for solving the collision force. Next, a collision time search method was proposed under the linear acceleration hypothesis, and the seismic collision was divided into a collision phase and a non-collision phase. Different time steps were adopted for the two phases. This strategy was verified by comparing simulation results with the data of theoretical analysis and shaking table test. The results show that precision integration ensures the accuracy of numerical calculation for bridge structure collision under seismic action, and achieves a high calculation efficiency; the contact element model and model parameters should be selected reasonably to analyze seismic collision of bridges; the Jan-Hertz-Damp model of contact elements boasts the highest simulation accuracy among the commonly used models.
format article
author Junhong Yin
Menghao Wang
Ruijie Zhang
Zhengfang Dong
author_facet Junhong Yin
Menghao Wang
Ruijie Zhang
Zhengfang Dong
author_sort Junhong Yin
title Precise integration of bridge structure collision models under seismic effect
title_short Precise integration of bridge structure collision models under seismic effect
title_full Precise integration of bridge structure collision models under seismic effect
title_fullStr Precise integration of bridge structure collision models under seismic effect
title_full_unstemmed Precise integration of bridge structure collision models under seismic effect
title_sort precise integration of bridge structure collision models under seismic effect
publisher Elsevier
publishDate 2022
url https://doaj.org/article/1b3d1f9afce9473bafb1921e89291719
work_keys_str_mv AT junhongyin preciseintegrationofbridgestructurecollisionmodelsunderseismiceffect
AT menghaowang preciseintegrationofbridgestructurecollisionmodelsunderseismiceffect
AT ruijiezhang preciseintegrationofbridgestructurecollisionmodelsunderseismiceffect
AT zhengfangdong preciseintegrationofbridgestructurecollisionmodelsunderseismiceffect
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