A numerical strategy based on a moving mesh technique is proposed to simulate vehicle–bridge interaction (VBI) in railway bridges. ALE approach allows an easy description of the VBI, which is essentially based on a proper rezoning method. Contrarily to classical moving mesh methods the definition of the structural problem is not modified, leading to an easy approach to be endorsed in classical FE procedures. Numerical results in 3D straight and curved bridges are proposed for the validation. Moreover, a parametric study is developed for a 3D bridge structure, in which several bridge deck descriptions and vehicle loads are investigated.

A moving mesh FE methodology for vehicle–bridge interaction modeling

Greco, Fabrizio
;
Lonetti, Paolo;Pascuzzo, Arturo
2020-01-01

Abstract

A numerical strategy based on a moving mesh technique is proposed to simulate vehicle–bridge interaction (VBI) in railway bridges. ALE approach allows an easy description of the VBI, which is essentially based on a proper rezoning method. Contrarily to classical moving mesh methods the definition of the structural problem is not modified, leading to an easy approach to be endorsed in classical FE procedures. Numerical results in 3D straight and curved bridges are proposed for the validation. Moreover, a parametric study is developed for a 3D bridge structure, in which several bridge deck descriptions and vehicle loads are investigated.
2020
bridge dynamics; finite element method; moving loads; Moving mesh method; vehicle–track–bridge interaction; Civil and Structural Engineering; Mathematics (all); Materials Science (all); Mechanics of Materials; Mechanical Engineering
File in questo prodotto:
Non ci sono file associati a questo prodotto.

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.11770/291153
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 42
  • ???jsp.display-item.citation.isi??? 32
social impact