Zobrazeno 1 - 10
of 186
pro vyhledávání: '"G. Lesiuk"'
Publikováno v:
Frattura ed Integrità Strutturale, Vol 13, Iss 48, Pp 10-17 (2019)
The paper presents the results of experimental fatigue tests performed on welded S355 specimens subjected to combined bending and torsion loading. In order to analyse how the fillet joints shape and the load ratio affect the crack growth, we selected
Externí odkaz:
https://doaj.org/article/271f494f67e841a1a6e8a6765a79f7c7
Autor:
PJ. Huffman, J. Ferreira, J A F O. Correia, A M P. De Jesu, G. Lesiuk, F. Berto, A. Fernndez-Canteli, G. Glinka
Publikováno v:
Frattura ed Integrità Strutturale, Vol 11, Iss 42, Pp 74-84 (2017)
Fatigue crack growth (FCG) rates have traditionally been formulated from fracture mechanics, whereas fatigue crack initiation has been empirically described using stress-life or strain-life methods. More recently, there has been efforts towards the u
Externí odkaz:
https://doaj.org/article/9a51781528eb486eae08890d370df439
Autor:
J A F O. Correia, A M P. De Jesus, R. Calada, B. Pedrosa, C. Rebelo, Luis S. da Silva, G. Lesiuk
Publikováno v:
Frattura ed Integrità Strutturale, Vol 11, Iss 42, Pp 136-146 (2017)
In Portugal there is a number of old metallic riveted railway and highway bridges that were erected by the end of the 19th century and beginning of the 20th century, and are still in operation, requiring inspections and remediation measures to overco
Externí odkaz:
https://doaj.org/article/75e025f1bd0b4ddc850e0d29103cb4c6
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
Publikováno v:
Frattura ed Integrità Strutturale, Vol 9, Iss 34, Pp 290-299 (2015)
The goal of the authors’ investigations was determination of the fatigue crack growth in fragments of steel structures (of the puddled steel) and its cyclic behavior. Tested steel elements coming from the turn of the 19th and 20th were gained fro
Externí odkaz:
https://doaj.org/article/9bf1e11fa293449ba77d60a1d993e900
Autor:
P. J. Huffman, J. Ferreira, J.A.F.O. Correia, A.M.P. De Jesus, G. Lesiuk, F. Berto, A. Fernandez-Canteli, G. Glinka
Publikováno v:
Frattura ed Integrità Strutturale, Vol 11, Iss 42 (2017)
Fatigue crack growth (FCG) rates have traditionally been formulated from fracture mechanics, whereas fatigue crack initiation has been empirically described using stress-life or strain-life methods. More recently, there has been efforts towards the u
Externí odkaz:
https://doaj.org/article/2839d44c113e44e0ae210ad406bb4c2b
Autor:
G., Lesiuk, K., Junik, M., Smolnicki, Correia, J.A.F.O., A.M.P., De Jesus, B., Babiarczuk, K., Otczyk
Publikováno v:
In Procedia Structural Integrity 2018 13:1595-1599
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