Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Wenqin Deng"'
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02776- (2024)
With the increase of bridge span and width, the traditional cantilever construction has disadvantages such as excessive weight, excessive steel consumption, high safety risk and poor economy, which severely restrict the development of a wide and larg
Externí odkaz:
https://doaj.org/article/b84a4d64d0fd4823a9e908504d7644c8
Publikováno v:
IEEE Access, Vol 12, Pp 119116-119132 (2024)
As Unmanned Combat Aerial Vehicle (UCAV) continue to play an increasingly pivotal role in modern aerial warfare, enhancing their intelligence levels is imperative for global military advancement. Despite notable progress in employing deep reinforceme
Externí odkaz:
https://doaj.org/article/65b45f221b6748b29646db40303851f7
Publikováno v:
Case Studies in Construction Materials, Vol 19, Iss , Pp e02422- (2023)
This work proposed an exact analytical solution for the bending behavior of composite I-beam with corrugated steel web (CSW), considering the anisotropy of CSW, the bending contribution of CSW, the transverse shear deformation and the interface slip.
Externí odkaz:
https://doaj.org/article/57836f2b38d040f3927ff451d6b977fc
Publikováno v:
Buildings, Vol 13, Iss 3, p 801 (2023)
To optimize the segment storage and hoisting plan of precast segmental composite box girders with corrugated steel web bridges, China’s first precast segmental composite girder bridge with corrugated steel webs is taken as the background. The diffe
Externí odkaz:
https://doaj.org/article/f7a9788c9fb349e28688a1c354393d83
Publikováno v:
Buildings, Vol 13, Iss 1, p 61 (2022)
Composite pipes, which are widely used for transporting fluids, have a high strength, good impermeability and strong resistance to external pressure. Because the pipe bears a sustained load, and its constituent materials usually possess time-dependen
Externí odkaz:
https://doaj.org/article/6e0374c80c384d95b8904615d22b2986
Publikováno v:
KSCE Journal of Civil Engineering. 27:1661-1671
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46c4390d6b193ad01d6186282d39643e
https://doi.org/10.1007/s12205-023-0070-8
https://doi.org/10.1007/s12205-023-0070-8
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 176:13-27
To understand the influence of the layout and geometric parameters of the lining concrete on the mechanical properties of multi-cell single-box girder bridges with corrugated steel webs, the Fenghua River Bridge is taken as an example. This is a sing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e348bc9611fb2b204e1f3c5069da69ce
https://doi.org/10.1680/jstbu.20.00085
https://doi.org/10.1680/jstbu.20.00085
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 175:719-733
To study the effect of steel corrosion on the shear resistance of new shear connectors, push-out tests were carried out on three groups of six discontinuous perfobond rib shear connectors with different corrosion ratios. After testing, the displaceme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe1bc7ee119efa35ff051595c19e032c
https://doi.org/10.1680/jstbu.20.00007
https://doi.org/10.1680/jstbu.20.00007
Publikováno v:
KSCE Journal of Civil Engineering. 25:3925-3939
A study on the torsion and distortion properties of the cantilever single-box three-cell composite girder bridge with corrugated steel webs (CSWs) is carried out based on experimental testing and finite element model analysis. Firstly, the mechanical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4dd1619601f2ae2562a167cf98071f9
https://doi.org/10.1007/s12205-021-2328-3
https://doi.org/10.1007/s12205-021-2328-3
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 174:606-612
A partial cable-stayed composite girder bridge with prestressed concrete flanges and corrugated steel webs (CSWs) is a beneficial new type of bridge structure that provides lower structural weight, reduced structural depth, increased span and lower s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17b806da4fb650e65fed7e93b4977ccc
https://doi.org/10.1680/jstbu.19.00015
https://doi.org/10.1680/jstbu.19.00015