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Development of Simplified Analytical Model for Predicting the Time- history of Ship Impact Loading on the Bridge

 Development of Simplified Analytical Model for Predicting the Time- history of Ship Impact Loading on the Bridge
Autor(en): , ,
Beitrag für IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018, veröffentlicht in , S. S5-111
DOI: 10.2749/nantes.2018.s5-111
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This paper developed a simplified analytical model for predicting the time-history of ship impact loading on the bridge. First, the FE models of 5 ships were developed. Then, the interaction betwee...
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Bibliografische Angaben

Autor(en): (Tongji University, Shanghai, P.R.China)
(Tongji University, Shanghai, P.R.China)
(Tongji University, Shanghai, P.R.China)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018
Veröffentlicht in:
Seite(n): S5-111 Anzahl der Seiten (im PDF): 8
Seite(n): S5-111
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/nantes.2018.s5-111
Abstrakt:

This paper developed a simplified analytical model for predicting the time-history of ship impact loading on the bridge. First, the FE models of 5 ships were developed. Then, the interaction between the ship and the bridge was decoupled by employing the rigid bridge assumption, and in total 45 impact force time-history curves were obtained by numerical simulations. Afterwards, a simplified analytical model for predicting the impact force time history was proposed, with the corresponding parameters determined depending on the 45 curves of impact force time-history. In addition, to illustrate the efficacy of the proposed model, the demonstration case using a cable-stayed bridge model was presented.

Stichwörter:
numerische Simulation