Zobrazeno 1 - 10
of 69
pro vyhledávání: '"Xingxing Zou"'
Publikováno v:
Case Studies in Construction Materials, Vol 19, Iss , Pp e02348- (2023)
This paper experimentally and numerically investigates the effect of pre-tightening forces on bolted connection for double-lap FRP-steel joints, considering varied levels of pre-tightening forces. In the experimental phase of this study, six bolted d
Externí odkaz:
https://doaj.org/article/ef9f81a22777451aa9e8b1678c8fa377
Autor:
Xingxing Zou, Lesley H. Sneed
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-17 (2020)
Abstract Steel fiber reinforced polymer (SRP) composite materials, which consist of continuous unidirectional steel wires (cords) embedded in a polymeric matrix, have recently emerged as an effective solution for strengthening of reinforced concrete
Externí odkaz:
https://doaj.org/article/a4d0240e026c4883b08078f1211f0063
Publikováno v:
Buildings, Vol 13, Iss 2, p 496 (2023)
Headed shear studs are an essential interfacial connection for precast steel–concrete structures to ensure composite action; hence, the accurate prediction of the shear capacity of headed studs is of pivotal significance. This study first establish
Externí odkaz:
https://doaj.org/article/37d5167ed1424408ba25ffa1d529d2f8
Publikováno v:
Polymers, Vol 14, Iss 22, p 4810 (2022)
Bolted connections usually govern the structural rigidity and load-carrying capacity of pultruded glass fiber-reinforced polymer (GFRP) truss structures. In this study, a novel bolted integrated gusset plate (IGP) connection is proposed to enhance th
Externí odkaz:
https://doaj.org/article/44d1557fcccf4f0d82ca51296572d087
Publikováno v:
Applied Sciences, Vol 9, Iss 5, p 913 (2019)
The Fiber Reinforced Polymer (FRP)-concrete hybrid deck/beam is a structural system that combines the durable thin-walled FRP composite profiles and the cost-effective concrete by interfacial shear connections. The interfacial slip can reduce the com
Externí odkaz:
https://doaj.org/article/101a3f211a0f46a5a88888f530271052
Publikováno v:
Applied Sciences, Vol 8, Iss 11, p 2031 (2018)
Interfacial slip can cause rigidity degradation and stress concentration in fiber-reinforced polymer-concrete hybrid beam (FCHB). Therefore, precisely evaluating the composite action between fiber-reinforced polymer (FRP) and concrete of FCHB plays a
Externí odkaz:
https://doaj.org/article/8ecda83894a54ed6924b494855bb8f00
Publikováno v:
Advances in Mechanical Engineering, Vol 7 (2015)
The design of fiber-reinforced polymer–concrete hybrid beam is usually governed by deformation. Due to the rigidity degradation caused by fiber-reinforced polymer–concrete slip, the load–slip and load–deflection curves demonstrate a bilinear
Externí odkaz:
https://doaj.org/article/d693dcccfffe423e9c21bc2cf782ef02
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2cfd86379f313dc361e34b1bfeef57a9
https://doi.org/10.2139/ssrn.4387410
https://doi.org/10.2139/ssrn.4387410