Probabilistic fatigue S-N curves derivation for notched components

Autor: P. Raposo, J A F O. Correia, A M P. De Jesus, R A B. Cal�ada, G. Lesiuk, M. Hebdon, A. Fern�ndez-Canteli

Publikováno v: Frattura ed Integrità Strutturale, Vol 11, Iss 42, Pp 105-118 (2017)

Europe has a number of ancient riveted metallic bridges, constructed during the second half of the 19th century up to the middle of the 20th century, which are still in operation. In this paper, a unified approach is presented to generate probabilist

Externí odkaz: https://doaj.org/article/e77d2b003f6b4f65a91c5136377be964

Numerical and Experimental Evaluation of a CFRP Fatigue Strengthening for Stringer-Floor Beam Connections in a 19th Century Riveted Railway Bridge

Autor: J. David Jimenez-Vicaria, M. Dolores Gomez-Pulido, Daniel Castro-Fresno

Publikováno v: Metals, Vol 11, Iss 4, p 603 (2021)

A local and global finite element analysis of the stringer-floor beam connection of a 19th century riveted railway bridge in Spain made of puddle iron were performed to obtain the maximum principal strains in the riveted connecting angles correspondi

Externí odkaz: https://doaj.org/article/47c54d016a014f59a5308efebad2908d

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Fatigue behaviour of adhesive bonds in tensile CFRP-metal double-strap joints with puddle iron plates taken from a 19th century bridge

Autor: J. David Jimenez-Vicaria, Daniel Castro-Fresno, M. Dolores G. Pulido

Publikováno v: Composite Structures Volume 251, 1 November 2020, 112600
UCrea Repositorio Abierto de la Universidad de Cantabria
Universidad de Cantabria (UC)
Digital.CSIC. Repositorio Institucional del CSIC
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The use of adhesively-bonded CFRP crack-patching in old metallic bridges seems to be a promising fatigue strengthening technique, but the internal laminar structure of puddle iron could influence its efficiency, resulting in premature interlaminar fa

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c66a2fa28cb4bcf199df8b6cec75b75
https://doi.org/10.1016/j.compstruct.2020.112600

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