- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Aerospace and Aviation Technology
- Aeroelasticity and Vibration Control
- Structural Engineering and Vibration Analysis
- Fire effects on concrete materials
- Vehicle Noise and Vibration Control
- Topology Optimization in Engineering
- Wastewater Treatment and Nitrogen Removal
- Meat and Animal Product Quality
- Anaerobic Digestion and Biogas Production
- Biofuel production and bioconversion
- Microencapsulation and Drying Processes
- Advanced Aircraft Design and Technologies
- Proteins in Food Systems
China Agricultural University
2017-2023
South China University of Technology
2010-2020
Environmental Construction College
2014
. Abstract. Tests on TCFT-WB, including 11 specimens with binding bars and 5 without under axial compression were carried out. The effects of parameters the behavior such as failure mode, bearing capacity ductility are analyzed to provide experimental data for following research. formula calculate ultimate strength TCFT-WB columns deduced from constitutive relationship TCFT-WB. calculated results compared those by FEM analyses, showing proposed can give reasonable predictions stub compression.
Abstract: 7 square steel tubular columns were tested to discuss the ultimate axial bearing capacity, ductility performance and consumption under stiffened by belts binding bars of different cross-sections. Test results indicate that only increasing fewer amounts usage, CFST with can not improve overall effects restraint alleviate regional local buckling between bars, but also capacity concrete filled columns. The utility benefits economical benefit is considerable, deserving extensive use.
Investigations have been carried out to study the mechanical performances of L-shaped CFT columns such as high strength, stiffness, good ductility. In paper, Nine stiffened by binding bars and one without stiffeners subjected eccentric-load are reported. The experimental results compared with calculated abaqus. proposed method provide theoretical basis for relative design codes.