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Bridge–structure interaction analysis of a new bidirectional and continuous launching bridge mechanism

Abstract: This paper presents a numerical study of the structural interaction between a bridge and a new continuous device for launching heavy structures using the force of friction. In this way, it provides a great contribution for the civil engineering field focused on a new method for launching bridges by a continuous and bidirectional mechanism. A non-linear finite element model using contact elements studies the structural interaction between the bridge and the new device. Bridge and device interaction are studied using linear and non-linear contact behavior. The substructuring technique is used for the bridge modeling in order to reduce the overall degrees of freedom. This technique allows the selection of the best arrangement for two mechanism models placed under the webs of the bridge: two parallel arrangements where external device is opposite or behind the internal one, and other arrangement with devices in series. Furthermore, the non-uniform load distribution over the mechanism was studied during the launching process. With this methodology, it is possible to study the structural behavior of the mechanism taking into account the real load distribution applied for the bridge during the launching process.

 Autoría: Alonso-Martinez M., Del Coz Díaz J.J., Navarro-Manso A., Castro-Fresno D.,

 Fuente: Engineering Structures 59 (2014) 298–307

 Editorial: Elsevier Ltd

 Año de publicación: 2014

 Nº de páginas: 11

 Tipo de publicación: Artículo de Revista

 DOI: 10.1016/j.engstruct.2013.10.039

 ISSN: 0141-0296,1873-7323

 Proyecto español: BIA2012- 31609

 Url de la publicación: http://dx.doi.org/10.1016/j.engstruct.2013.10.039

Autoría

MAR ALONSO MARTINEZ

COZ DÍAZ, JUAN JOSÉ DEL

NAVARRO-MANSO, ANTONIO