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Faculties & Institutes
Faculty of Scien... [3]
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QUACH WAI MENG [2]
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Journal article [3]
Date Issued
2024 [1]
2022 [2]
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英語English [3]
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COMPOSITE STRUCT... [2]
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Axial compressive behaviour of simulated corrosion-damaged RC columns retrofitted with UHPFRC jackets subjected to dry-wet cycling condition
Journal article
Tang, Jing Pu, Feng, Ran, Quach, Wai Meng, Zeng, Jun Jie. Axial compressive behaviour of simulated corrosion-damaged RC columns retrofitted with UHPFRC jackets subjected to dry-wet cycling condition[J]. Construction and Building Materials, 2024, 424, 135956.
Authors:
Tang, Jing Pu
;
Feng, Ran
;
Quach, Wai Meng
;
Zeng, Jun Jie
Favorite
|
TC[WOS]:
0
TC[Scopus]:
0
IF:
7.4
/
8.0
|
Submit date:2024/05/02
Axial Compressive Behaviour
Corrosion Rate
Dry-wet Cycle
ReinfoRced Concrete (Rc) Column
Retrofitted
Ultra-high Performance Fiber-reinforced Concrete (Uhpfrc)
Compressive and transverse shear behaviour of novel FRP-UHPC hybrid bars
Journal article
Zeng, Jun Jie, Ye, Yu Yi, Quach, Wai Meng, Lin, Guan, Zhuge, Yan, Zhou, Jie Kai. Compressive and transverse shear behaviour of novel FRP-UHPC hybrid bars[J]. COMPOSITE STRUCTURES, 2022, 281, 115001.
Authors:
Zeng, Jun Jie
;
Ye, Yu Yi
;
Quach, Wai Meng
;
Lin, Guan
;
Zhuge, Yan
; et al.
Favorite
|
TC[WOS]:
46
TC[Scopus]:
49
IF:
6.3
/
5.9
|
Submit date:2022/03/04
Axial Compressive Behaviour
Confinement
Fibre-reinforced Polymer (Frp) Bar
Hybrid Bar
Transverse Shear Behaviour
Ultra-high Performance Concrete (Uhpc)
Compressive and transverse shear behaviour of novel FRP-UHPC hybrid bars
Journal article
Zeng, Jun Jie, Ye, Yu Yi, Quach, Wai Meng, Lin, Guan, Zhuge, Yan, Zhou, Jie Kai. Compressive and transverse shear behaviour of novel FRP-UHPC hybrid bars[J]. COMPOSITE STRUCTURES, 2022, 281, 115001.
Authors:
Zeng, Jun Jie
;
Ye, Yu Yi
;
Quach, Wai Meng
;
Lin, Guan
;
Zhuge, Yan
; et al.
Favorite
|
TC[WOS]:
46
TC[Scopus]:
49
IF:
6.3
/
5.9
|
Submit date:2022/08/25
Fibre-reinforced Polymer (Frp) Bar
Ultra-high Performance Concrete (Uhpc)
Hybrid Bar
Confinement
Axial Compressive Behaviour
Transverse Shear Behaviour