Structural instability mechanisms on bridges neoprene bearings

Autores

  • Luiz Carlos Mendes
  • Gustavo Coquet Braga

Palavras-chave:

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

Resumo

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

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Publicado

2023-02-16

Edição

METHODOLOGY FOCUSED ON THE AREA OF INTERDISCIPLINARITY- V1

Seção

Engineering

Licença

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

Creative Commons License

Este trabalho está licenciado sob uma licença Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Como Citar

Mendes, L. C., & Braga, G. C. (2023). Structural instability mechanisms on bridges neoprene bearings. Seven Editora, 79-95. https://sevenpubl.com.br/editora/article/view/184