Structural instability mechanisms on bridges neoprene bearings

Autores/as

  • Luiz Carlos Mendes
  • Gustavo Coquet Braga

Palabras clave:

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

Resumen

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

Descargas

Publicado

2023-02-16

Número

METHODOLOGY FOCUSED ON THE AREA OF INTERDISCIPLINARITY- V1

Sección

Engineering

Licencia

Derechos de autor 2023 Luiz Carlos Mendes, Gustavo Coquet Braga

Creative Commons License

Esta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial-SinDerivadas 4.0.

Cómo citar

Structural instability mechanisms on bridges neoprene bearings. (2023). Seven Editora, 79-95. https://sevenpublicacoes.com.br/editora/article/view/184