A5033905680- Railway Engineering and Dynamics
- Structural Response to Dynamic Loads
- Geotechnical Engineering and Underground Structures
- Structural Behavior of Reinforced Concrete
- Transportation Safety and Impact Analysis
- High-Velocity Impact and Material Behavior
- Civil and Geotechnical Engineering Research
- Structural Load-Bearing Analysis
- Structural Engineering and Vibration Analysis
- Innovative concrete reinforcement materials
- Concrete Corrosion and Durability
- Rock Mechanics and Modeling
- Cellular and Composite Structures
- Automotive and Human Injury Biomechanics
- Fire effects on concrete materials
- Mechanical stress and fatigue analysis
- Combustion and Detonation Processes
- Structural Health Monitoring Techniques
- Geotechnical and Geomechanical Engineering
- Structural Analysis of Composite Materials
- Infrastructure Maintenance and Monitoring
- Concrete and Cement Materials Research
- Electromagnetic Launch and Propulsion Technology
- Tunneling and Rock Mechanics
- Structural Analysis and Optimization
University of Wollongong
2015-2024
Xinjiang University
2021
Queensland University of Technology
2010-2011
Western Sydney University
2010
Institution of Structural Engineers
2007
University of Canterbury
1997-1998
IP Australia
1998
Innovative digital twins (DTs) that allow engineers to visualise, share information, and monitor the condition during operation is necessary optimise railway construction maintenance. Building Information Modelling (BIM) an approach for creating managing inventive 3D model simulating information useful project management, monitoring of a specific asset whole life cycle assessment (LCA). BIM application can help provide efficient cost management time schedule reduce delivery throughout...
Prestressed concrete sleepers (or railroad ties) are the crosstie beam support in railway track systems. They designed and constructed under flexural constraints order to carry transfer dynamic wheel loads from rails ground. Under perfect rail conditions, loading on tracks could be treated as a quasi-static load using impact factor. The current design method for prestressed taking into account effect is based allowable stress where crack initiation not permitted. In reality, events often...
This paper presents the results of experimental and numerical studies comparative behavior square hollow section (SHS) tubes filled with rigid polyurethane foam (RPF) concrete undergoing transverse impact loading. A series instrumented drop hammer tests were performed on mild steel stainless SHSs for both unfilled constructions. The concrete-filled had highest resistance energy absorption capacity, followed by RPF, then tubes. also show that RPFs can be used as an effective infill material...