Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Rong-gui Liu"'
Autor:
Rong-Gui Liu, Bo Xu, Feng Zhang, Sheng-Nan Peng, Chen Yang, Mao-Wei Chen, Su-Hang Chen, Ming-Zhi Xie
Publikováno v:
Buildings, Vol 13, Iss 9, p 2149 (2023)
Cold-formed steel channel beam components are increasingly used in lightweight steel buildings owing to the high strength–weight ratio. However, the influence of cold working processes, in relation to corner regions, and how this impacts the bendin
Externí odkaz:
https://doaj.org/article/3e929fa405d3481cb6c2d69413286409
Publikováno v:
Mechanics of Advanced Materials and Structures. :1-12
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b127623d07ce4dc2ab2423c73a87911
https://doi.org/10.1080/15376494.2023.2177909
https://doi.org/10.1080/15376494.2023.2177909
Publikováno v:
In Procedia Engineering 2011 24:380-384
Publikováno v:
Materials
Volume 14
Issue 20
Materials, Vol 14, Iss 6103, p 6103 (2021)
Volume 14
Issue 20
Materials, Vol 14, Iss 6103, p 6103 (2021)
Deep T-section beams have been widely used in engineering structures due to their high bearing capacity, high construction efficiency and economic benefits, while the current beam design theory can hardly interpret reasonably the mechanical behaviors
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ac6b667fb1aeefde04754120509572e8
Publikováno v:
Engineering Structures. 180:50-66
This study proposed a universal theoretical model for predicting the stress distributions in bonded anchors for carbon fibre reinforced polymer (CFRP) tendons based on the elasticity theory. The proposed model is adaptable for predicting the stress d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89095d9394a71b15edc6aa711c6d8bea
https://doi.org/10.1016/j.engstruct.2018.11.035
https://doi.org/10.1016/j.engstruct.2018.11.035
Publikováno v:
KSCE Journal of Civil Engineering. 23:1707-1716
This paper presents an experimental investigation on the effect of temperature on resistivity of Carbon Fiber Reinforced Polymer (CFRP) materials. A series of tests were conducted on three types of CFRP materials, namely pure CFRP material, CFRP with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91740666fa7cb86a76deea3ac98e3ad0
https://doi.org/10.1007/s12205-019-1043-9
https://doi.org/10.1007/s12205-019-1043-9
Publikováno v:
Composites Part B: Engineering. 150:47-59
This study is concerned with the fatigue performance of adhesively bonded anchorage for carbon fiber reinforced polymer (CFRP) tendons subjected to cyclic loading. Series of monotonous and cyclic experiments under different stress amplitudes and load
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a26c7ee35f0c15f21a0edb9f2ee74896
https://doi.org/10.1016/j.compositesb.2018.05.047
https://doi.org/10.1016/j.compositesb.2018.05.047
Publikováno v:
Construction and Building Materials. 157:546-553
This paper presents a systematic parameter analysis on the coupled electrical and mechanical piezoresistance model of CFRP materials. The mathematical expression for electrical resistance ( R ) or fractional change of resistance (Δ R / R 0 ) of CFRP
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aff322c777f8883cfe19c680b5bfe430
https://doi.org/10.1016/j.conbuildmat.2017.09.066
https://doi.org/10.1016/j.conbuildmat.2017.09.066
Publikováno v:
Composites Part B: Engineering. 129:124-132
Carbon fiber reinforced polymer (CFRP) material is an exceptionally and light fiber-reinforced polymer that can be used as a smart sensor due to its remarkable piezoresistivity. This study presents a comparative study on piezoresistive characteristic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c007a26b7ae650ce5176dd1520ac1c5a
https://doi.org/10.1016/j.compositesb.2017.07.064
https://doi.org/10.1016/j.compositesb.2017.07.064
Publikováno v:
Magazine of Concrete Research. 69:453-466
The coupled effect of transverse cracking and cyclic drying–wetting conditions on chloride penetration in concrete is explored in this paper. The transport mechanisms of chloride in cracked concrete subjected to drying–wetting cycles are describe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c8868a4e50fa5e2f815e2a7e1d1bdf1
https://doi.org/10.1680/jmacr.16.00364
https://doi.org/10.1680/jmacr.16.00364