New technology for designing advanced surface textures. This project aims to develop new methods for the characterisation of advanced textures to aid the manufacturing industry. There is an increasing demand for surfaces with various texture patterns manufactured by modern industry. Thus, novel texture characterisation methods are needed. New methods will allow for optimisation of surface textures for example for improved energy efficiency, bone growth in artificial implants, and others.
Discovery Early Career Researcher Award - Grant ID: DE160101116
Funder
Australian Research Council
Funding Amount
$300,000.00
Summary
Development of sandwich structures to mitigate blast and impact loading. Innovative sandwich structures with Prismatic Hexagonal-like form and polymeric foam material are proposed in this project and should lead to better designs for structure and personnel protection. Critical civil infrastructure such as government buildings might be subjected to severe blast/impact loads during their lifetime, which may lead to catastrophic consequences. Therefore, protective techniques are desired to increas ....Development of sandwich structures to mitigate blast and impact loading. Innovative sandwich structures with Prismatic Hexagonal-like form and polymeric foam material are proposed in this project and should lead to better designs for structure and personnel protection. Critical civil infrastructure such as government buildings might be subjected to severe blast/impact loads during their lifetime, which may lead to catastrophic consequences. Therefore, protective techniques are desired to increase the resistance capacity of critical structures against blast/impact loads. The expected outcome is to develop an innovative sandwich structure with new structural forms to mitigate blast/impact loads for better structure and personnel protections.Read moreRead less
Study of Blast Resistance Capacity of Basalt Fibre Strengthened Structures. This project plans to investigate the dynamic response of basalt fibre reinforced polymer (BFRP) reinforced structures against blast loading. Critical infrastructures such as embassy buildings, high-rise building, bridges and defence facilities are intensively targeted by increasing terrorist activities or accidental explosions. BFRP is a promising material for such structures because it is cheaper than carbon fibre and ....Study of Blast Resistance Capacity of Basalt Fibre Strengthened Structures. This project plans to investigate the dynamic response of basalt fibre reinforced polymer (BFRP) reinforced structures against blast loading. Critical infrastructures such as embassy buildings, high-rise building, bridges and defence facilities are intensively targeted by increasing terrorist activities or accidental explosions. BFRP is a promising material for such structures because it is cheaper than carbon fibre and has better physico-mechanical properties than glass fibre. However, there has been very limited study of the effectiveness of BFRP strengthening on structure blast-loading resistant capacities. This project aims to perform numerical and experimental studies to support the development of BFRP applications in strengthening structures against blast loads.Read moreRead less
Linkage Infrastructure, Equipment And Facilities - Grant ID: LE150100130
Funder
Australian Research Council
Funding Amount
$320,000.00
Summary
An earthquake shaking table to investigate soil-structure interactions. An earthquake shaking table to investigate soil-structure interactions: This project aims to develop Australia's most advanced earthquake shaking table. Earthquakes are a problem of great significance to Australia. Infrastructure in civil, transport, mining and energy sectors may be at an unacceptable risk of damage under earthquake loading as current design practices do not account for the interaction between infrastructure ....An earthquake shaking table to investigate soil-structure interactions. An earthquake shaking table to investigate soil-structure interactions: This project aims to develop Australia's most advanced earthquake shaking table. Earthquakes are a problem of great significance to Australia. Infrastructure in civil, transport, mining and energy sectors may be at an unacceptable risk of damage under earthquake loading as current design practices do not account for the interaction between infrastructure and the ground under such loading. The shaking table will simulate earthquakes and enable controlled testing of three-tonne models of foundation and soil-structure interaction systems typical of Australia's infrastructure. The discoveries made are expected to be integral to the modernisation of Australia's seismic design standards so that earthquake-induced damage and risk exposure can be minimised.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE150100195
Funder
Australian Research Council
Funding Amount
$360,000.00
Summary
Using Sandwich Pipe for Pipeline Vibration Control. Pipelines are important structures but are vulnerable to different types of damage. This damage is often associated with pipeline vibration. It is important to control adverse vibrations to reduce the risk of catastrophic damage. This project proposes using sandwich pipe to suppress different sources of vibrations that may be experienced during the lifetime of the pipeline. Analytical, numerical and experimental investigations will be carried o ....Using Sandwich Pipe for Pipeline Vibration Control. Pipelines are important structures but are vulnerable to different types of damage. This damage is often associated with pipeline vibration. It is important to control adverse vibrations to reduce the risk of catastrophic damage. This project proposes using sandwich pipe to suppress different sources of vibrations that may be experienced during the lifetime of the pipeline. Analytical, numerical and experimental investigations will be carried out to demonstrate the feasibility of the proposed method. The project aims to develop direct applications for designing pipelines to suppress different sources of vibration and to guarantee the safety of pipelines.Read moreRead less
Braced batter micropile group: New design theory and performance framework. Braced batter micropile group: New design theory and performance framework. This project aims to research the design and performance of innovative biomimetic braced battered micropile group footings. This project will test Surefoot, the new concrete free footing, in the laboratory, in the field, and through numerical and analytical modelling. Surefoot’s mechanisms of action are poorly understood but clearly more complex ....Braced batter micropile group: New design theory and performance framework. Braced batter micropile group: New design theory and performance framework. This project aims to research the design and performance of innovative biomimetic braced battered micropile group footings. This project will test Surefoot, the new concrete free footing, in the laboratory, in the field, and through numerical and analytical modelling. Surefoot’s mechanisms of action are poorly understood but clearly more complex than current micropile theory; this project will research the mechanism of load transfer from micropiles to the soil and soil response.Read moreRead less
Linkage Infrastructure, Equipment And Facilities - Grant ID: LE130100133
Funder
Australian Research Council
Funding Amount
$400,000.00
Summary
National Facility for Physical Blast Simulation (NFPBS). Recent terrorist attacks employing large quantities of high explosives have prompted the international demand for experimental investigation of civil infrastructure response to shock wave loadings. The National Facility for Physical Blast Simulation (NFPBS) is one of only a few in the world that are suitable for conducting experimental research via a physically generated blast approach.
Development of design and analysis methods for blast-resistant window structures. More than 80 per cent of casualties in explosion events are caused by glass shards from fractured windows. This project aims to develop design guidelines for blast-resistant windows, develop numerical methods to predict window failure and fragmentation, and investigate the effectiveness of various window-strengthening measures for life and property protection.
Improved analysis and design of structures to resist blast and impact. This project aims to develop an improved single-degree-of-freedom (SDOF) model which can be easily used in design analysis by engineers and yield accurate structural response predictions in analysis of structures subjected to blast and impact loads. Current practice uses SDOF models in analysis of structures subjected to blast and impact loads, however many experimental tests and high fidelity numerical simulations have revea ....Improved analysis and design of structures to resist blast and impact. This project aims to develop an improved single-degree-of-freedom (SDOF) model which can be easily used in design analysis by engineers and yield accurate structural response predictions in analysis of structures subjected to blast and impact loads. Current practice uses SDOF models in analysis of structures subjected to blast and impact loads, however many experimental tests and high fidelity numerical simulations have revealed the SDOF analysis does not always lead to accurate structural response predictions. This project will develop an improved SDOF model, which can be easily used in design analysis by engineers and yield accurate structural response predictions. These will lead to more economical designs and robust structures that resist blast and impact loads.Read moreRead less
Development of Precast Concrete Segmental Columns to Resist Dynamic Loads. Using precast segmental concrete columns in structures improves the construction efficiency and site safety, leads to better construction quality control, and reduces the construction cost, site disruption and environmental impacts. The performance of segmental columns to resist earthquake and blast loads is not well studied yet. As a structure might be subject to such loads during its service life, understanding its resi ....Development of Precast Concrete Segmental Columns to Resist Dynamic Loads. Using precast segmental concrete columns in structures improves the construction efficiency and site safety, leads to better construction quality control, and reduces the construction cost, site disruption and environmental impacts. The performance of segmental columns to resist earthquake and blast loads is not well studied yet. As a structure might be subject to such loads during its service life, understanding its resistance capacities is essential for structural safety. This project aims to perform experimental and numerical investigations to study the performance of precast segmental concrete columns under earthquake and blast loads, and develop analytical and design methods for applications of such columns in building and bridge structures.Read moreRead less