Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Lianguang Wang"'
Publikováno v:
Buildings, Vol 14, Iss 3, p 576 (2024)
In order to effectively prevent the occurrence of risky accidents during bridge construction, this study proposes a bridge construction risk assessment method based on variable weight theory and the cloud model theory. Firstly, the fishbone diagram w
Externí odkaz:
https://doaj.org/article/2a61f23675da4fb3873827547d529b60
Publikováno v:
Scientific Reports, Vol 12, Iss 1, Pp 1-16 (2022)
Abstract This paper presents the test and finite element analysis results of a study on the flexural behaviour of damaged steel beams strengthened with carbon fibre-reinforced polymer (CFRP) sheets. The test results showed that the yield load, ultima
Externí odkaz:
https://doaj.org/article/8583d3a73ba2470ea7d798fd34b6b2d0
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
This paper presents the experimental and numerical analysis of damaged steel beams strengthened with prestressed CFRP sheet or only strengthened with CFRP sheet. The test results showed that damaged level had a significant effect on the stiffness, yi
Externí odkaz:
https://doaj.org/article/9f79013d7f40408f86296ba030459e51
Publikováno v:
Journal of Sandwich Structures & Materials. 25:351-371
A steel-concrete-steel sandwich panel with prestressed reinforcement was developed, named prestressed steel-concrete–steel sandwich panel. Nine specimens where the loading mode, top steel plate thickness, spacing of connectors and prestressed reinf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6374a1457e3ffa85f63f7819ee896a14
https://doi.org/10.1177/10996362221140072
https://doi.org/10.1177/10996362221140072
Publikováno v:
Structures. 44:72-83
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17fd5773d6d53da9b8af902fbd7b008b
https://doi.org/10.1016/j.istruc.2022.08.002
https://doi.org/10.1016/j.istruc.2022.08.002
Publikováno v:
Structures. 33:2713-2723
In this study, the artificially damaged PRC beams strengthened with prestressed CFRP fabric were subjected to a four-point bending test to study the influence of the overloading amplitudes, the number of cyclic overloading, and the cyclic overloading
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::741dcc745d1287f8667dbd63f26128d5
https://doi.org/10.1016/j.istruc.2021.06.038
https://doi.org/10.1016/j.istruc.2021.06.038
Publikováno v:
Structures. 32:1250-1259
This paper presents an experimental research on the composite concrete-filled steel tube roof (C-CFST-R) structure, which is proposed as a new type of tubular-roof structure. The longitudinal large-diameter steel tubes are connected by small-diameter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc332dbb08f7466592b358c159748812
https://doi.org/10.1016/j.istruc.2021.03.047
https://doi.org/10.1016/j.istruc.2021.03.047
Publikováno v:
Engineering Structures. 275:115250
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ef94b4ae544d0f228e6906371a87ff9
https://doi.org/10.1016/j.engstruct.2022.115250
https://doi.org/10.1016/j.engstruct.2022.115250
Publikováno v:
Construction and Building Materials. 346:128415
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1afa98e9cbec342e36c0cfa5a15c2f32
https://doi.org/10.1016/j.conbuildmat.2022.128415
https://doi.org/10.1016/j.conbuildmat.2022.128415
Autor:
Jia Yang, Lianguang Wang
Publikováno v:
Construction and Building Materials. 190:265-275
This paper investigates the flexural behaviors of the damaged prestressed reinforced concrete (PRC) beams strengthened with near surface mounted (NSM) carbon fiber-reinforced polymers (CFRP) strips under overloading. A bending test was carried out to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf5f13d06cc76b537701f5d717c8b9de
https://doi.org/10.1016/j.conbuildmat.2018.09.109
https://doi.org/10.1016/j.conbuildmat.2018.09.109