Wei Yuan

ORCID: 0000-0003-3663-3080
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About
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Research Areas
  • Structural Behavior of Reinforced Concrete
  • Concrete Corrosion and Durability
  • Corrosion Behavior and Inhibition
  • Geotechnical Engineering and Underground Structures
  • Civil and Geotechnical Engineering Research
  • Structural Engineering and Vibration Analysis
  • Infrastructure Maintenance and Monitoring
  • Advanced Algorithms and Applications
  • Microfluidic and Bio-sensing Technologies
  • Blood properties and coagulation
  • Wireless Sensor Networks and IoT
  • Metallurgy and Material Forming
  • Structural Integrity and Reliability Analysis
  • Industrial Technology and Control Systems
  • Wave and Wind Energy Systems
  • Seismic Performance and Analysis
  • Metal Alloys Wear and Properties
  • Smart Materials for Construction
  • Structural Response to Dynamic Loads
  • High-Voltage Power Transmission Systems
  • Erythrocyte Function and Pathophysiology
  • Geoscience and Mining Technology
  • Geomechanics and Mining Engineering
  • Simulation and Modeling Applications
  • Technology and Security Systems

Hong Kong Metropolitan University
2020-2023

Shijiazhuang Tiedao University
2020

Harbin Institute of Technology
2015-2018

China Railway Eryuan Engineering Group Co.
2012

Shaanxi Coal Chemical Industry Technology Research Institute
2012

China Railway Group (China)
2010-2012

China University of Mining and Technology
2006

Hsin Sheng College of Medical Care and Management
2003

The application of repetitive electrohydraulic shock waves (EHSs) is a developing underwater discharge technology; however, its cracking characteristics on rock under different loading modes are rarely studied. In this paper, an experimental platform built, and test results show that EHSs can cause obvious macroscopic cracks samples. A fitting method proposed for the time-domain waveform EHS. mechanism EHS process (liquid–solid interface transmission process, in rock) analyzed, criterion...

10.1088/1361-6463/abacee article EN Journal of Physics D Applied Physics 2020-08-07

To increase the durability and seismic resilience of coastal bridges, a hybrid reinforced concrete (HRC) bridge that incorporates both glass fiber-reinforced polymer (GFRP) bars steel is proposed. The time-dependent performance HRC comprehensively investigated at three levels, namely material, column structure levels. First, decrease tensile strength GFRP over time analyzed based on Arrhenius theory, corrosion initiation deterioration are determined by Fick's second law an empirical formula....

10.3390/ma15155293 article EN Materials 2022-08-01

The dynamic analysis of erythrocyte deformability is used as an important means for early diagnosis blood diseases and rheology. Yet no effective method available in terms three-dimensional reconstruction erythrocytes a capillary. In this study, ultrathin serial sections skeletal muscle tissue are obtained from the ultramicrotome, tomographic images capillary captured by transmission electron microscope, then to position restore devised demonstrate physiological relationship between two...

10.48550/arxiv.1306.5789 preprint EN other-oa arXiv (Cornell University) 2013-01-01
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