Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Fanghuai Chen"'
Autor:
Haiping Zhang, Haojie Liu, Fanghuai Chen, Yuan Luo, Xinhui Xiao, Yang Deng, Naiwei Lu, Yang Liu
Publikováno v:
Journal of Materials Research and Technology, Vol 33, Iss , Pp 6234-6250 (2024)
The electrochemical reaction mechanism of galvanized high-strength steel wires (GHSSWs) has not been fully elucidated. Scholars have observed a significant discrepancy between the theoretical mass loss rate calculated using the Faraday equation for e
Externí odkaz:
https://doaj.org/article/5704f6ffe66f4e4e9e061702b2a98e18
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03627- (2024)
There are various types of initial defects in weld joints of orthotropic steel deck, which significantly impact the fatigue crack growth behavior of the welds. The traditional single-crack growth model is not appropriate to be utilized for the fatigu
Externí odkaz:
https://doaj.org/article/3530443bb52045da85d73cda4b255341
Autor:
Xinhui Xiao, Zepeng Wang, Haiping Zhang, Yuan Luo, Fanghuai Chen, Yang Deng, Naiwei Lu, Ying Chen
Publikováno v:
Sensors, Vol 24, Iss 21, p 6863 (2024)
The deflection control of the main girder in suspension bridges, as flexible structures, is critically important during their operation. To predict the vertical deflection of existing suspension bridge girders under the combined effects of stochastic
Externí odkaz:
https://doaj.org/article/6b6747e41ce3497c832e352ff4338549
Publikováno v:
Metals, Vol 13, Iss 8, p 1402 (2023)
Weld defects such as porosity, inclusion, burn-through, and lack of penetration are difficult to detect and control effectively in an orthotropic steel deck (OSD), which will be a fatigue crack initiation site and lead to several fatigue cracking. Th
Externí odkaz:
https://doaj.org/article/99f42bfe312449b182e50bc98b3ff8a0
Publikováno v:
Metals, Vol 12, Iss 11, p 1831 (2022)
Residual stresses are an inevitable result of the welded fabrication process of corrugated steel webs (CSWs), resulting in structures with high and unpredictable stress fields, causing unexpected failures. The residual stress field is affected by str
Externí odkaz:
https://doaj.org/article/4d196df2f2c64a1b8f8881890a59907c
Publikováno v:
International Journal of Steel Structures. 21:1775-1789
The fatigue fracture of the stud connector is the main failure mode of the steel–concrete composite structure. Fatigue assessment of cracked stud connectors with weld details is conducted in this study by using the linear elastic fracture mechanics
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::beb28da4ba88645d0b9fd40bd29a0d97
https://doi.org/10.1007/s13296-021-00534-6
https://doi.org/10.1007/s13296-021-00534-6
Publikováno v:
Mathematical Problems in Engineering.
The present study proposes a novel fatigue life prediction considering the temperature load, which may be neglected in the traditional assessment of suspension bridge steel deck welds under dynamic vehicle load. Vehicle fatigue, pavement temperature,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7dab8483841be0441b7c44af57fdc63e
Publikováno v:
Composite Structures. 289:115460
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ace50e8541d2599f425f712942ce378
https://doi.org/10.1016/j.compstruct.2022.115460
https://doi.org/10.1016/j.compstruct.2022.115460