A5100424127- Structural Behavior of Reinforced Concrete
- Concrete Corrosion and Durability
- Structural Load-Bearing Analysis
- Innovative concrete reinforcement materials
- Additive Manufacturing and 3D Printing Technologies
- Innovations in Concrete and Construction Materials
- BIM and Construction Integration
- Traffic Prediction and Management Techniques
- Traffic control and management
- Structural Engineering and Vibration Analysis
- Seismic Performance and Analysis
- Modular Robots and Swarm Intelligence
- Underground infrastructure and sustainability
- Autonomous Vehicle Technology and Safety
- Nerve Injury and Rehabilitation
- Fire effects on concrete materials
- Morinda citrifolia extract uses
- Infrastructure Resilience and Vulnerability Analysis
- Mechanical stress and fatigue analysis
- Land Use and Ecosystem Services
- Pigment Synthesis and Properties
- Advanced Control Systems Optimization
- Microbial Applications in Construction Materials
- Knowledge Management and Technology
- Building materials and conservation
Southeast University
2020-2024
RMIT University
2021-2024
Hong Kong Polytechnic University
2019-2024
Shanxi Agricultural University
2023
University of Jinan
2022
Zhengzhou University
2021
University of British Columbia
2020-2021
Shandong University
2018
Shandong Transportation Research Institute
2018
China University of Petroleum, Beijing
2017
This paper presents an exploratory analysis to identify civil engineering challenges that can be addressed with further data sensing and (DSA) research. An initial literature review was followed by a web-based survey solicit expert opinions in each subdiscipline select DSA A total of 10 were identified evidence economic, environmental, societal impacts these is presented through the literature. The this are high building energy consumption, crude estimation sea level, increased soil coastal...
In this article, the static shear behavior of large-headed studs embedded in ultra-high-performance concrete was investigated by push-out test and numerical analysis. A total nine specimens with single grouped normal strength slabs were tested. testing process, only shank failure appeared without cracks occurring on surface slab when steel–ultra-high-performance reached ultimate capacity. The capacity large increased 10.6% compared those concrete, current design codes such as Eurocode4,...
The local buckling behaviour of high strength steel (HSS) hexagonal hollow section (HexHS) stub columns encompassing three different fabrication routes under axial compression is numerically investigated in this study. Finite-element (FE) models were developed and validated against the experimental results. FE subsequently employed to carry out parametric studies expand structural performance data covering a wider range geometries cross-section slenderness as well two grades. obtained...
Rebar corrosion‐induced durability issue is a major concern for bridges. The ECC cover was employed to prevent the intrusion of corrosive agent. This paper studied flexural behavior ECC‐concrete composite beam. effects bonding at interface and fiber mesh reinforcement on properties cracking pattern were investigated. strain distribution midspan deflection evaluated. Test results show that bonded beam had higher loading capacity. But unbonded showed better postcrack energy absorption capacity...
Abstract To overcome productivity issues and revolutionize the stagnating construction industry, a large amount of research efforts has been devoted to robot-assisted technology. The advancements in robotics including mechanical system design, tool digital numerical control systems design enabled engineers create complex geometries that are infeasible for conventional methods. In addition, innovative robotic utilize mobile platforms, multiple robots, unmanned aerial vehicles have...
An innovative composite column, which consists of a high strength concrete (HSC) core, engineered cementitious composites (ECC) ring, and fiber-reinforced polymer (FRP) tube, has recently been developed subjected to monotonic axial compression testing by the authors. In this study, cyclic compressive behavior proposed FRP-ECC-HSC column was examined. Test parameters, including HSC core strength, FRP tube thickness, ECC ring were investigated. Typical failure modes, dilation behavior, load...
The purpose of this experiment is to study the mechanical properties basalt fiber bar in tensile test. Tensile tests were carried out on bars using a universal material testing machine, and parameters such as Stress–strain curve fracture strength recorded. force, deformation, displacement, expansion, stress strain recorded under environment room temperature, humidity air pressure. experimental results show that has high elastic modulus, suitable for strengthening reinforcing concrete structures.