Numerical assessment of the load-carrying capacity of a masonry bridge

• Tipo: Artigo em Livro de Atas de Conferência Internacional
• Data: 2018

Autores

R. Silva (Autor) Outra; C. Costa (Autor) Outra; António Arêde (Autor) FEUP

Ata de Conferência Internacional

Título: MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES

Páginas: 2439-2445

9th International Conference on Bridge Maintenance, Safety and Management (IBAMAS)

Swinburne Univ Technol, Melbourne, AUSTRALIA, JUL 09-13, 2018

Indexação

ISI Web of Knowledge - 0 Citações

Scopus - 1 Citação

Outras Informações

ID Authenticus: P-00R-CFC

Abstract (EN): This paper focuses on the numerical assessment of the load-carrying capacity of a stone arch railway bridge. The nonlinear analysis is based on 3D finite element models of the bridge under incremental static loading representing the railway traffic with appropriate configurations on the bridge deck. The numerical model of the constitutive material behaviour is defined based on the results of an experimental campaign covering material testing for characterization of masonry and infill components of this type of bridges.

Idioma: Inglês

Tipo (Avaliação Docente): Científica

Nº de páginas: 7