A5100682131- Concrete Corrosion and Durability
- Structural Behavior of Reinforced Concrete
- Corrosion Behavior and Inhibition
- Concrete and Cement Materials Research
- Innovative concrete reinforcement materials
- Infrastructure Maintenance and Monitoring
- Smart Materials for Construction
- Structural Load-Bearing Analysis
- Structural Analysis and Optimization
- Concrete Properties and Behavior
- High-Temperature Coating Behaviors
- Recycled Aggregate Concrete Performance
- Advanced Thermodynamics and Statistical Mechanics
- Structural Engineering and Vibration Analysis
- Structural Response to Dynamic Loads
- Composite Structure Analysis and Optimization
- Electronic Packaging and Soldering Technologies
- Recycling and utilization of industrial and municipal waste in materials production
- Spectroscopy and Quantum Chemical Studies
- Structural Integrity and Reliability Analysis
- Material Properties and Processing
- Statistical Methods and Bayesian Inference
- Polymer composites and self-healing
- Soft Robotics and Applications
- Advanced Aircraft Design and Technologies
South China University of Technology
2025
Institute of Process Engineering
2019-2024
Shanghai Maritime University
2017-2024
Chinese Academy of Sciences
2020-2024
Beihang University
2013-2019
East China Normal University
2017-2019
Heriot-Watt University
2016-2017
Nanjing University of Aeronautics and Astronautics
2012-2017
Shanghai Jiao Tong University
2004-2016
Shenyang Institute of Automation
2016
Steel corrosion in reinforced concrete (RC) structures leads to change of steel mechanical properties, longitudinal cracking the cover, and other related effects that weaken serviceability load capacity composites. It is therefore extremely important have methods targeted evaluation structural damage induced by for estimating residual a structure, then inspection procedures strengthening maintenance interventions. This paper presents simplified methodology capable providing estimates life...
In QM/MM indirect free energy simulation, corrections can be obtained from integration of partial derivatives alchemical Hamiltonians or perturbation-based estimators including perturbation (FEP) and acceptance ratio methods. With FEP exponential averaging, researchers tend to only sample MM states calculate single point get the estimates. this case size hysteresis arises convergence is determined by bias elimination rather than variance minimization. Various criteria are proposed evaluate...
The paper presents a probabilistic method based on two methodologies – Life Cycle Cost Analysis (LCCA) and Assessment (LCA), for evaluating the sustainability of reinforced concrete (RC) structures in terms their costs CO2 emissions. considers whole life RC structure by taking into account initially embodied its construction materials, absorption due to carbonation during service structure, potential damage carbonation-induced corrosion reinforcing steel that may require repairs, relevant...
Construction of free energy landscapes at the quantum mechanics (QM) level is computationally demanding.
A novel fiber-reinforced calcium silicate board was prepared from fly ash. The effects of compression pressure, pulp fiber content, and cement content on the flexural strength thermal conductivity boards were investigated. Under optimal conditions, had a high 10.55 MPa low 0.2424 W/(m·K). attributed to good adhesion penetration between fibers matrix, solidification in board, enhancing ability withstand shear failure bending force. ascribed porosity porous tobermorite solid phase. This has...
Chloride-induced corrosion and load induced concrete cracking affect the serviceability safety of reinforced (RC) structures. Once these phenomena occur simultaneously, prediction RC structures’ lifetimes becomes a major challenge. The objective this paper is to propose methodology evaluate effect loading on mechanism chloride ion penetration in concrete. proposed will be based Bayesian networks. networks are useful update lifetime assessment experimental data as well characterize...