Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Yawei Fang"'
Publikováno v:
Frontiers in Materials, Vol 11 (2024)
Reinforced concrete bridge piers with round-ended sections are susceptible to bending, bending–shear, and shear failure after earthquakes in high-intensity areas, thus necessitating improved seismic performance. This study introduced a novel design
Externí odkaz:
https://doaj.org/article/e7cc47f5199b40888801838dd7c9312d
Publikováno v:
Buildings, Vol 14, Iss 4, p 1154 (2024)
This study proposes a form of concrete-filled steel tube column with a multiple-chamber round-ended cross-section (M-CFST). Longitudinal and transverse stiffening ribs divide the circular-ended section into different chambers, strengthening the steel
Externí odkaz:
https://doaj.org/article/e6420d36953145078a7faef839e8cfc0
Publikováno v:
Advances in Structural Engineering. 26:36-51
The present study explored potential forms of impact protection for carbon fiber-reinforced polymer (CFRP) tendons. Charpy impact tests were performed on CFRP rods and strands under protections of polyvinyl chloride (PVC) and poly-ethylen (PE). In th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::184932eed538503f1074f52d9fea38af
https://doi.org/10.1177/13694332221119876
https://doi.org/10.1177/13694332221119876
Publikováno v:
Engineering Structures. 274:115128
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1777e6d22d2d6e55f4f68012b043c317
https://doi.org/10.1016/j.engstruct.2022.115128
https://doi.org/10.1016/j.engstruct.2022.115128
The pure mode-I, pure mode-II and the mixed-mode I/II fracture behavior of the adhesively-bonded pultruded GFRP/steel joint were experimentally investigated by using double cantilever beam (DCB) test, and four-point end-notched flexure (4ENF) test co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7fb8ee9cf06d6ed0360d2be7d2ccc8f1
https://publica.fraunhofer.de/handle/publica/264614
https://publica.fraunhofer.de/handle/publica/264614
Publikováno v:
Composite Structures. 274:114388
The current study experimentally investigated the influence of elevated-temperature exposure on the mechanical performance of carbon fiber reinforced polymer (CFRP) wires through conducting the axial tensile, three-point bending and transverse load t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3fa129425538837e41aedd073ae311fe
https://doi.org/10.1016/j.compstruct.2021.114388
https://doi.org/10.1016/j.compstruct.2021.114388
Publikováno v:
Construction and Building Materials. 140:521-533
The vulnerable transverse behavior of the carbon-fiber-reinforced polymer/plastic (CFRP) restricts the application of CFRP cables in bridges, when considering the possible collisions from vehicles. This paper presents an experimental investigation on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef2a1bdd3f1ec0dd579f4feda5d828e0
https://doi.org/10.1016/j.conbuildmat.2017.02.112
https://doi.org/10.1016/j.conbuildmat.2017.02.112
Publikováno v:
Journal of Composites for Construction. 23
The transverse static performance and low-velocity impact response of individual carbon fiber–reinforced polymer (CFRP) wires were investigated experimentally in this study. First, the axia...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ef8da8696a3eaa286bf1a50fbe855aa
https://doi.org/10.1061/(asce)cc.1943-5614.0000970
https://doi.org/10.1061/(asce)cc.1943-5614.0000970
Publikováno v:
Composite Structures. 267:113927
This study investigated the mechanical behavior of carbon fiber reinforced polymer (CFRP) wires subjected to combined tension and bending through transverse load tests and finite element analysis (FEA). The properties of the CFRP wires were examined
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4eac87edd774c92abb263cad2162e7c
https://doi.org/10.1016/j.compstruct.2021.113927
https://doi.org/10.1016/j.compstruct.2021.113927
Publikováno v:
Journal of Constructional Steel Research. 118:169-179
Perfobond strip (PBL) connectors, consisting of a perforated steel plate with steel rebar passing through the holes and embedded in concrete to transfer the shear action between the concrete and steel components, are increasingly used in composite an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75866dba82bd57a406cf4b3bbd26d1a9
https://doi.org/10.1016/j.jcsr.2015.11.009
https://doi.org/10.1016/j.jcsr.2015.11.009