Z
Zhongyu Lu
Researcher at Guangdong University of Technology
Publications - 40
Citations - 1045
Zhongyu Lu is an academic researcher from Guangdong University of Technology. The author has contributed to research in topics: Fibre-reinforced plastic & Ultimate tensile strength. The author has an hindex of 14, co-authored 28 publications receiving 533 citations. Previous affiliations of Zhongyu Lu include Harbin Institute of Technology.
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Effects of the addition of silica fume and rubber particles on the compressive behaviour of recycled aggregate concrete with steel fibres
TL;DR: In this article, the coupling effects of incorporating silica fume (SF) and rubber particles on the compressive performance of rubberized steel-fibre recycled aggregate concrete (RSRAC) were investigated.
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Combination effects of rubber and silica fume on the fracture behaviour of steel-fibre recycled aggregate concrete
TL;DR: In this paper, the coupling effects of crumb rubber and silica fume on the fracture behavior of RSRAC were examined for the first time and the results from a series of tests on a notched beam and cylinder under three-point bending and compression were presented and discussed.
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Effects of elevated temperatures on the mechanical properties of basalt fibers and BFRP plates
Zhongyu Lu,Guijun Xian,Hui Li +2 more
TL;DR: In this paper, the effects of elevated temperature on the mechanical properties of basalt fiber roving and pultruded basalt-fiber-reinforced polymer (BFRP) plates were studied, and it was observed that as the temperatures increasing from room temperature to 200°C, the tensile strength and elastic modulus were reduced by 37.5% and 31% respectively.
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Coupling effects of silica fume and steel-fiber on the compressive behaviour of recycled aggregate concrete after exposure to elevated temperature
TL;DR: In this article, the coupling effects of silica fume and steel-fiber on the compressive performance of recycled aggregate concrete (RAC) under elevated temperatures were evaluated.
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A critical review and assessment for FRP-concrete bond systems with epoxy resin exposed to chloride environments
TL;DR: In this paper, the performance of FRP-concrete bond systems subjected to chloride exposure is investigated and a lower bound of the tensile property retention of epoxy resin and FRP composites is compared with the published specifications.