Seven Editora
##common.pageHeaderLogo.altText##
##common.pageHeaderLogo.altText##


Contact

  • Seven Publicações Ltda CNPJ: 43.789.355/0001-14 Rua: Travessa Aristides Moleta, 290- São José dos Pinhais/PR CEP: 83045-090
  • Principal Contact
  • Nathan Albano Valente
  • (41) 9 8836-2677
  • editora@sevenevents.com.br
  • Support Contact
  • contato@sevenevents.com.br

Structural instability mechanisms on bridges neoprene bearings

Mendes LC;
Braga GC

Luiz Carlos Mendes

Gustavo Coquet Braga


Keywords

Bridges dimensions
Elastomeric Bearings
Supports
Neoprene
Sizing
Finite Element Method
Symbolic Algebraic Computation

Abstract

Bearings are subjected to several structural instability mechanisms due to their loads. Several mechanisms involving buckling are to be analyzed in this article, like strain limit, sliding limit, tensile in steel sheet, rotation limit verification, curvature instability and friction instability to different kinds of loads. Finite Element Method and Symbolic Algebraic Computation were employed in order to analyze   behavior in several bearings sections in compliance with European Codes.

 

DOI: https://doi.org/10.56238/methofocusinterv1-085


Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Copyright (c) 2023 Luiz Carlos Mendes, Gustavo Coquet Braga

Author(s)

  • Luiz Carlos Mendes
  • Gustavo Coquet Braga