Weizhuo Shi

ORCID: 0000-0001-8193-0098
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About
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Research Areas
  • Concrete and Cement Materials Research
  • Concrete Corrosion and Durability
  • Innovative concrete reinforcement materials
  • Concrete Properties and Behavior
  • Structural Behavior of Reinforced Concrete
  • Fatigue and fracture mechanics
  • Structural Load-Bearing Analysis
  • Fire effects on concrete materials
  • Material Properties and Failure Mechanisms
  • Advanced ceramic materials synthesis
  • High Temperature Alloys and Creep
  • Vibration and Dynamic Analysis
  • Seismic Performance and Analysis
  • High-Temperature Coating Behaviors
  • Building materials and conservation
  • Structural Response to Dynamic Loads
  • Structural Analysis and Optimization
  • Mechanical stress and fatigue analysis
  • Infrastructure Maintenance and Monitoring
  • Microbial Applications in Construction Materials
  • Advanced Welding Techniques Analysis
  • Structural Analysis of Composite Materials
  • Hydrogen embrittlement and corrosion behaviors in metals
  • Coal Combustion and Slurry Processing

University of Nottingham Ningbo China
2022-2024

Ningbo University
2024

Iowa State University
2019-2021

10.1016/j.cemconcomp.2020.103656 article EN Cement and Concrete Composites 2020-05-06

Fibre-reinforced polymer (FRP) bars are used in concrete structural members to tackle the corrosion problem of steel bars. However, brittle rupture FRP results relatively low ductility such members. This paper numerically investigates feasibility using compression yielding (CY) block enhance bar reinforced beams. A finite element model is developed study behaviour beam adopting CY block, followed by a parametric analysis on effects material properties and geometry block. The indicate that...

10.1016/j.cscm.2022.e01169 article EN cc-by-nc-nd Case Studies in Construction Materials 2022-05-19

The longitudinal joints on adjacent precast, prestressed box beams used in bridge construction are vulnerable to cracking. These cracks provide a direct path for water and deleterious agents enter the structural system, causing corrosion of embedded steel bars tendons. To avoid significant maintenance costs, safety concerns, or both, an innovative joint between two was designed current study. This is 6½ in. wide with roughened surfaces, filled shrinkage compensating concrete reinforced by...

10.1177/0361198120902695 article EN Transportation Research Record Journal of the Transportation Research Board 2020-01-30

The use of concrete incorporating slag is necessary due to global environmental concerns, but the decrease in durability caused by environments rich chloride ions requires more advanced mix designs, especially coastal areas. aim this study was thus assess influence addition on transport reinforced (RC) beams under sustained bending moments, considering two conditions chlorine exposure: drying–wetting cycles and soaking. results showed that diffusion coefficient (CDC) increased tension zones...

10.1680/jmacr.22.00331 article EN Magazine of Concrete Research 2023-05-02

10.1016/j.conbuildmat.2020.121379 article EN Construction and Building Materials 2020-11-16

Use of precast elements in the design and construction bridges, especially for accelerated bridge (ABC), has been gaining traction to minimize impact closures resulted from cast-in-place construction. One such element being investigated is integral abutment. This eliminate need expansion joints between substructure superstructure, where penetration water deleterious agents can cause long-term performance issues. The abutment alleviates an joint by having superstructure rigidly connected...

10.1061/(asce)be.1943-5592.0001732 article EN Journal of Bridge Engineering 2021-05-25

In this study, a new dissipator was developed for bridge rocking piers to provide superior seismic energy dissipation characteristics. The proposed consists of grooved hexagonal mild steel core bar encased in buckling-resistant tube. To evaluate the structural performance dissipator, six full-scale specimens with identical cross sections but varying lengths and tube wall thicknesses were experimentally tested under cyclic loading controlled by strain fuse region. All found exhibit stable...

10.2139/ssrn.4836025 preprint EN 2024-01-01
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