A5102020436- Geotechnical Engineering and Underground Structures
- Railway Engineering and Dynamics
- Civil and Geotechnical Engineering Research
- Geotechnical Engineering and Soil Stabilization
- Geotechnical Engineering and Soil Mechanics
- Advanced Surface Polishing Techniques
- Advanced machining processes and optimization
- Advanced Machining and Optimization Techniques
- Structural Engineering and Vibration Analysis
- Geotechnical Engineering and Analysis
- Geotechnical and Geomechanical Engineering
- Landslides and related hazards
- Soil, Finite Element Methods
- Vibration and Dynamic Analysis
- Advanced ceramic materials synthesis
- Simulation and Modeling Applications
- Structural Health Monitoring Techniques
- Aluminum Alloys Composites Properties
- Aerodynamics and Fluid Dynamics Research
- Fluid Dynamics Simulations and Interactions
- Seismic Waves and Analysis
- Engineering Applied Research
- Fecal contamination and water quality
- Seismic Imaging and Inversion Techniques
- Climate change impacts on agriculture
Tongji University
2015-2024
Hohai University
2017
Nanchang Institute of Technology
2017
Nanjing Hydraulic Research Institute
2017
Henan Polytechnic University
2011
Shanghai Municipal Commission of Health and Family Planning
2011
Shanghai Jiao Tong University
2007
Jiaozuo University
2002
Ford Motor Company (United States)
1997-2000
This note regards the embankment as an ideal elastic-plastic material, and introduces Drucker-Prager yield criterion into 2.5-D FEM. Firstly, pure elastic trial stress is applied, used to determine whether yield. Then, backward Euler integration method tangent stiffness are derive consistent modulus matrix, after that realize iterative correction of plastic deformation. Finally, elastoplastic 2.5D FEM proposed according procedures. Compared with measured values existing results, it was found...
This paper presents behaviors of semi-precast beams made recycled aggregate concrete (RAC) including flexural and shear performance. Specially, cracking patterns, deflections bearing capacities U-typed C-typed are intensively examined, analyzed discussed. In the study behavior, a main parameter is reinforcement ratio, whereas span-to-depth ratio types precast section parameters in investigation behavior. First, tests show that capacity stiffness RAC increased with increase ductility...