Zhengyi Kong

ORCID: 0000-0001-7450-9895
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About
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Research Areas
  • Structural Load-Bearing Analysis
  • Structural Behavior of Reinforced Concrete
  • Concrete Corrosion and Durability
  • Structural Engineering and Vibration Analysis
  • Fire effects on concrete materials
  • Innovative concrete reinforcement materials
  • Corrosion Behavior and Inhibition
  • Structural Integrity and Reliability Analysis
  • Mechanical stress and fatigue analysis
  • Structural Response to Dynamic Loads
  • Welding Techniques and Residual Stresses
  • Geotechnical Engineering and Underground Structures
  • Concrete and Cement Materials Research
  • Structural Health Monitoring Techniques
  • Fatigue and fracture mechanics
  • Advanced Measurement and Detection Methods
  • Hydrogen embrittlement and corrosion behaviors in metals
  • Infrastructure Maintenance and Monitoring
  • Composite Structure Analysis and Optimization
  • Non-Destructive Testing Techniques
  • Microstructure and Mechanical Properties of Steels
  • Vibration and Dynamic Analysis
  • Magnesium Oxide Properties and Applications
  • Topology Optimization in Engineering
  • Seismic Performance and Analysis

Anhui University of Technology
2016-2025

Heriot-Watt University
2024-2025

University of Macau
2023

Sejong University
2016-2022

Guangxi University
2020-2021

10.1016/j.jcsr.2016.09.010 article EN Journal of Constructional Steel Research 2016-09-29

<title>Abstract</title> In this study, a new type of novel demountable connectors is proposed to enable complete dry connections between concrete beams and slabs, facilitating the full design these components. To analyze evaluate flexural performance with connectors, finite element model developed, which then validated by previous tests. The results indicate that bolt diameter, strength, channel spacing, slab thickness have significant impact on peak load, while beam flange width minimal...

10.21203/rs.3.rs-6015402/v1 preprint EN cc-by Research Square (Research Square) 2025-02-17

Abstract The PVC‐CFRP confined steel reinforced concrete (PCSRC) is a composite structure formed by embedding inside PVC‐FRP pipes and pouring concrete. It boasts advantages such as high bearing capacity, corrosion resistance, the ability to withstand substantial plastic deformation. pipe created intermittently winding CFRP strips on surface of PVC pipe. To investigate mechanical properties PCSRC in short columns, 10 specimens under axial compression, varying different parameters including...

10.1002/suco.202400819 article EN Structural Concrete 2025-02-18

10.1016/j.jcsr.2017.11.008 article EN Journal of Constructional Steel Research 2017-12-05

In this paper, the efficiency of five Machine Learning (ML) methods consisting Deep (DL), Support Vector (SVM), Random Forest (RF), Decision Tree (DT), and Gradient Booting (GTB) for regression classification Ultimate Load Factor (ULF) nonlinear inelastic steel frames is compared. For purpose, a two-story, six-story, twenty-story space frame are considered. An advanced analysis carried out to generate datasets training considered ML methods. each dataset, input variables geometric features...

10.12989/scs.2020.37.2.193 article EN Steel and Composite Structures 2020-01-01
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