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Unleashing the potential of bio-based concrete: Investigating its long-term mechanical strength and drying shrinkage in real climatic environments
期刊论文
CEMENT & CONCRETE COMPOSITES, 2023, 卷号: 143, 页码: 13
作者:
Wu, Fan
;
Yu, Qingliang
;
Chen, Xiaoqing
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2023/11/17
Bio-based aggregate
Bio-based concrete
Hydrophobic treatment
Drying shrinkage
Long-term performance
Durability
Projectile impact-induced spalling damage on carbon fiber reinforced polymer strengthened RC plates
期刊论文
COMPOSITE STRUCTURES, 2023, 卷号: 319, 页码: 117129
作者:
Tu H(涂欢)
;
Fung, Tat Ching
;
Del Linz, Paolo
;
Tan, Kang Hai
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/07/17
Projectile impact
CFRP
RC
Spalling damage
Effects of steel fibre type and dosage on abrasion resistance of concrete against debris flow
期刊论文
CEMENT & CONCRETE COMPOSITES, 2022, 卷号: 134, 页码: 14
作者:
Wu, Fan
;
Yu, Qingliang
;
Chen, Xiaoqing
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2023/01/11
Abrasion resistance
Abrasion performance
Abrasion mechanism
Fibre-reinforced concrete
Debris flow
Ultraductile waterborne epoxy-concrete composite repair material: Epoxy-fiber synergistic effect on flexural and tensile performance
期刊论文
Cement and Concrete Composites, 2022, 卷号: 129
作者:
Pang, Bo
;
Jin, Zuquan
;
Zhang, Yunsheng
;
Xu, Lei
;
Li, Mengyuan
收藏
  |  
浏览/下载:30/0
  |  
提交时间:2022/04/21
Brittleness
Cements
Compressive strength
Deterioration
Epoxy resins
Fiber bonding
Fibers
Fracture mechanics
Plasticity
Reinforced concrete
Repair
Tensile strain
Tensile strength
Cement concrete
Composite repair
Concrete composites
Epoxy
Flexural performance
Repair materials
Service time
Synergistic effect
Tensile performance
Waterborne epoxy
Experimental study on gas permeability of cement-based materials
期刊论文
Cement and Concrete Composites, 2022, 卷号: 129
作者:
Shi, Jiashun
;
Qian, Rusheng
;
Wang, Dafu
;
Liu, Zhiyong
;
Chun, Qing
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2022/04/21
Cements
Fly ash
Gas permeability
Gases
Lime
Cement based material
Intrinsic permeability
Klinkenberg effects
Partially saturated
Pores structure
Property
Quasi-stationary
Quasi-stationary flow method
Stationary flow
Water saturations
Effect of fiber content and fiber length on the dynamic compressive properties of strain-hardening ultra-high performance concrete
期刊论文
CONSTRUCTION AND BUILDING MATERIALS, 2022, 卷号: 328, 页码: 10
作者:
Zhang D
;
Tu H(涂欢)
;
Li Y
;
Weng YW
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2022/05/17
Strain hardening ultra-high performance concrete
PE fiber
Dynamic properties
Impact
SHPB
Ensemble wavelet-learning approach for predicting the effective mechanical properties of concrete composite materials
期刊论文
COMPUTATIONAL MECHANICS, 2022, 页码: 31
作者:
Linghu, Jiale
;
Dong, Hao
;
Cui, Junzhi
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  |  
浏览/下载:12/0
  |  
提交时间:2022/06/21
Concrete composite materials
Weibull distribution
Equivalent mechanical parameters
Artificial neural networks
Wavelet transform
Experimental and numerical investigation on the anti-progressive collapse performance of fabricated connection with CFST column and composite beam
期刊论文
Engineering Structures, 2022, 卷号: 256
作者:
Zheng, Long
;
Wang, Wen-Da
;
Xian, Wei
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  |  
浏览/下载:18/0
  |  
提交时间:2022/04/21
Composite beams and girders
Deformation
Plates (structural components)
Structural dynamics
Beam connections
Composite beam
Concrete filled steel tubular columns
Dynamic increasing factor
Fabricated connection
Performance
Progressive collapse
Ring plate
Tubular composites
Vertical resistance
Effects of treated miscanthus on performance of bio-based cement mortar
期刊论文
JOURNAL OF SUSTAINABLE CEMENT-BASED MATERIALS, 2022, 页码: 12
作者:
Wu, Fan
;
Yu, Qingliang
;
Brouwers, H. J. H.
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2022/07/29
Miscanthus
natural fibre
bio-based mortar
mechanical properties
drying shrinkage
The mechanism of pores enhancing the deformation of completion cement under confining pressure
期刊论文
CEMENT & CONCRETE COMPOSITES, 2022, 卷号: 125, 页码: 15
作者:
He, Tao
;
Wang, Tongtao
;
Xie, Dongzhou
;
Daemen, J. J. K.
收藏
  |  
浏览/下载:77/0
  |  
提交时间:2022/01/05
Anisotropic damage
Cement with pores
Gas storage wellbore
Large deformation
Interface failure
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