Xiangqian Fan

ORCID: 0000-0003-1823-975X
Publications
Citations
Views
---
Saved
---
About
Contact & Profiles
Research Areas
  • Innovative concrete reinforcement materials
  • Structural Behavior of Reinforced Concrete
  • Rock Mechanics and Modeling
  • Concrete Corrosion and Durability
  • Concrete and Cement Materials Research
  • Structural Response to Dynamic Loads
  • Geotechnical Engineering and Underground Structures
  • Concrete Properties and Behavior
  • Geophysical Methods and Applications
  • Dam Engineering and Safety
  • Geoscience and Mining Technology
  • Geomechanics and Mining Engineering
  • Ultrasonics and Acoustic Wave Propagation
  • Infrastructure Maintenance and Monitoring
  • Geotechnical Engineering and Analysis
  • Recycling and utilization of industrial and municipal waste in materials production
  • Structural Health Monitoring Techniques
  • Hydraulic flow and structures
  • Hydrology and Sediment Transport Processes
  • Mechanical stress and fatigue analysis
  • Structural Integrity and Reliability Analysis
  • Tunneling and Rock Mechanics
  • Magnesium Oxide Properties and Applications
  • Smart Materials for Construction
  • Advanced Fiber Optic Sensors

Nanjing Hydraulic Research Institute
2015-2025

State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering
2015-2025

Zhengzhou University
2025

Southern Marine Science and Engineering Guangdong Laboratory (Guangzhou)
2024-2025

Hohai University
2011-2013

10.1016/j.conbuildmat.2016.03.065 article EN Construction and Building Materials 2016-03-31

Abstract Three‐point bending tests of the full‐graded concrete under different loading rates were carried out. The cracks quantitatively analyzed by digital image correlation (DIC). toughening mechanism during crack development process was observed, and there are obvious branching aggregate interlocking propagation. At same load level, opening width increases with increase rate. DIC detects a decrease in tortuosity fracture morphology. And at time, damage dam evaluated frequency analysis...

10.1111/ffe.13222 article EN Fatigue & Fracture of Engineering Materials & Structures 2020-03-23

Abstract The dynamic mechanical behavior of concrete has an obvious rate correlation, for this reason, the three‐point bending experiments were carried out on carbon fiber reinforced polymer (CFRP)‐reinforced beam specimens under three different loading rates (0.1, 0.01, 0.001 mm/s). effects damage process, load‐crack mouth opening displacement ( P ‐ CMOD ) curves, and fracture toughness CFRP‐reinforced beams investigated by displacement‐controlled monotonic loading. In addition, acoustic...

10.1002/suco.202401215 article EN Structural Concrete 2025-03-05

Abstract Due to long‐term service, the mechanical properties of pressure pipelines degrade. The cured‐in‐place pipe lining repair technology can strengthen pipelines. repaired with CIPP under reverse fault action need be studied. In this study, finite element (FE) method is used establish a model for pipeline action. And FE evaluated by other literature results. Afterwards, impact some parameters on was analyzed. research results found that as distance and angle slip increase, stress strain...

10.1002/cepa.3174 article EN ce/papers 2025-03-01

10.1016/j.conbuildmat.2018.12.075 article EN Construction and Building Materials 2018-12-19

Abstract In order to investigate the fracture behavior of plain concrete under tensile load, uniaxial test cylinder is carried out in this paper. Acoustic emission (AE) and 3D digital image correlation (3D DIC) are used measure internal acoustic signal surface deformation characteristics specimen. Before stress comes close peak, there very little inside When reaches specimen begins increase dramatically, number microcracks on increases crack width expands gradually. The experimental results...

10.1002/suco.201800354 article EN Structural Concrete 2019-08-23

The fracture properties of engineered cementitious composites (ECC) exposed to dry-wet cycles in sulfate and sulfate-chloride solutions were studied by three-point bending (TPB) beams at the corrosion periods 0, 30, 90, 130, 180, 270, 360 days. digital image correlation (DIC) technique was used understand whole process. toughness energy calculated using proposed method, evolution horizontal strain field, displacement process zone (FPZ) investigated. Meanwhile, compressive tensile performance...

10.1016/j.cscm.2024.e03602 article EN cc-by-nc Case Studies in Construction Materials 2024-08-05

In this paper, the correlation analysis between mechanical fatigue properties and pore structure was performed on self-compacting rubberised concrete (SCRC). Four-point bending destructive non-destructive tests were conducted for obtaining of SCRC, while mercury intrusion porosimetry (MIP) test applied to analysis. Several parameters utilised description structure, including porosity, mean diameter, threshold, fractal dimension, actual minimum diameter most probable diameter. The Pearson...

10.1080/14680629.2019.1643396 article EN Road Materials and Pavement Design 2019-07-21

Compared with traditional cement pastes, geopolymer pastes can effectively alleviate environmental and economic problems caused by the construction industry as they are characterised low carbon dioxide materials, energy reduced consumption emissions. However, mechanical properties of greatly affected composition alkaline activators used in their preparation, existing research results on this influence is not consistent. In study, effects composed varying concentrations sodium hydroxide...

10.1680/jmacr.24.00069 article EN Magazine of Concrete Research 2024-07-10
Coming Soon ...