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  • Funded Activity

    Discovery Projects - Grant ID: DP140104464

    Funder
    Australian Research Council
    Funding Amount
    $620,000.00
    Summary
    Built-up cold-formed steel structures. The building industry is seeing a rapid uptake of joining two or more cold-formed steel sections to form large built-up sections with high carrying capacities. The joining consists of screws, or similar fasteners, placed intermittently along the member. The ease of joining encourages innovation in forming versatile new built-up section shapes in expanding areas of application. The project will provide guidelines and numerical tools for the efficient structu .... Built-up cold-formed steel structures. The building industry is seeing a rapid uptake of joining two or more cold-formed steel sections to form large built-up sections with high carrying capacities. The joining consists of screws, or similar fasteners, placed intermittently along the member. The ease of joining encourages innovation in forming versatile new built-up section shapes in expanding areas of application. The project will provide guidelines and numerical tools for the efficient structural design of built-up sections through experimental and theoretical research, studying the new failure modes pertaining to built-up sections, the increase in strength achievable from composite action and the optimum arrangement of fasteners.
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    Funded Activity

    Discovery Projects - Grant ID: DP140103142

    Funder
    Australian Research Council
    Funding Amount
    $420,000.00
    Summary
    Shallow foundations in unsaturated soils: mechanistic design through numerical modelling, analysis and experimental investigation. This project will close the knowledge gap of how shallow foundations perform in variably saturated soils. It will integrate expertise in unsaturated soil mechanics, theory of elasto-plasticity, numerical modelling, limit analysis and experimental investigation. It will achieve a rigorous understanding of footings founded on unsaturated soils subjected to monotonic lo .... Shallow foundations in unsaturated soils: mechanistic design through numerical modelling, analysis and experimental investigation. This project will close the knowledge gap of how shallow foundations perform in variably saturated soils. It will integrate expertise in unsaturated soil mechanics, theory of elasto-plasticity, numerical modelling, limit analysis and experimental investigation. It will achieve a rigorous understanding of footings founded on unsaturated soils subjected to monotonic loading using a recently developed experimental testing facility, and analyses using finite elements, the method of characteristics and zero extension line theory. Impact and adoption in industry will be direct through world first design tools which incorporate the influence of suction on bearing capacity, settlement and safety.
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    Funded Activity

    Discovery Projects - Grant ID: DP120101944

    Funder
    Australian Research Council
    Funding Amount
    $400,000.00
    Summary
    The behaviour and design of composite columns coupling the benefits of high strength steel and high strength concrete for large scale infrastructure. This project will involve the development of a novel structural column system which will be more efficient, robust and require less maintenance than current systems. The outcomes will involve improved design methodologies which will enable large scale infrastructure to be enhanced and will involve the use of materials which improve sustainability.
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    Funded Activity

    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.
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    Funded Activity

    Discovery Projects - Grant ID: DP150100442

    Funder
    Australian Research Council
    Funding Amount
    $415,500.00
    Summary
    Behaviour of ultra-high strength double-skin composite tubular construction. Ultra-high strength (UHS) steel tubes are currently used mainly in the vehicle industry due to their high strength and light weight. This project aims to enable the building of more resilient and sustainable infrastructure by utilising these UHS steel tubes in double-skin composite tubular construction. To date there has been little work to understand the effects of fire, earthquake and impact related incidents on these .... Behaviour of ultra-high strength double-skin composite tubular construction. Ultra-high strength (UHS) steel tubes are currently used mainly in the vehicle industry due to their high strength and light weight. This project aims to enable the building of more resilient and sustainable infrastructure by utilising these UHS steel tubes in double-skin composite tubular construction. To date there has been little work to understand the effects of fire, earthquake and impact related incidents on these structures. This project aims to access unique testing facilities for full size impact and fire testing and the state-of-the-art hybrid testing simulation. It is expected to increase the competitiveness of the Australian manufacturing industry by overcoming the bottleneck in the manufacture of steel sections.
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    Funded Activity

    Discovery Projects - Grant ID: DP130100181

    Funder
    Australian Research Council
    Funding Amount
    $360,000.00
    Summary
    Composite tubular construction subject to impact and blast loading. This project will advance the knowledge of composite tubular members and connections under impact and blast loading. It will provide confident design methodology against impact and blast loading for buildings designated as prominent targets or items of critical infrastructure, to save lives and reduce losses.
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    Funded Activity

    Linkage Projects - Grant ID: LP150101206

    Funder
    Australian Research Council
    Funding Amount
    $185,000.00
    Summary
    Optimization of internal pressure for designing industrial buildings. The project seeks to understand the internal pressure in a building during windstorms, to improve safety and performance. The internal pressure in a building is dependent on its volume and flexibility and the sizes of openings in the building envelope, and is a critical loading parameter in building design. Windstorm damage investigations have shown that incorrect internal pressures are frequently used in building design, lead .... Optimization of internal pressure for designing industrial buildings. The project seeks to understand the internal pressure in a building during windstorms, to improve safety and performance. The internal pressure in a building is dependent on its volume and flexibility and the sizes of openings in the building envelope, and is a critical loading parameter in building design. Windstorm damage investigations have shown that incorrect internal pressures are frequently used in building design, leading to damage. This project aims to study the internal pressures generated in buildings with a range of volumes and openings in the envelope. A combination of model-scale and full-scale tests and theoretical analysis are planned to determine critical parameters for highly turbulent air-flow though openings. Results will inform the revision of design data in codes and of guidelines for consistent, optimal design of buildings.
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    Funded Activity

    Discovery Projects - Grant ID: DP110103948

    Funder
    Australian Research Council
    Funding Amount
    $280,000.00
    Summary
    Direct strength method of design of simple and complex thin-walled shapes for combined actions. The Direct Strength Method project will allow structural design engineers, and companies manufacturing cold-formed steel building products to innovate more widely. It will enhance the Australian and American standards for cold-formed steel design improving safety in building structures.
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    Funded Activity

    Linkage Infrastructure, Equipment And Facilities - Grant ID: LE160100138

    Funder
    Australian Research Council
    Funding Amount
    $235,000.00
    Summary
    National Drop Weight Impact Testing Facility. National drop weight impact testing facility: The national drop weight impact testing facility aims to enable dynamic tests on geo- and construction materials and systems. This facility aims to provide state-of-the-art technology to observe the real-time behaviour of elements and sub-assemblies under combined quasi-static and impact loading. Understanding material behaviour under dynamic loading is essential in dealing with many engineering problems .... National Drop Weight Impact Testing Facility. National drop weight impact testing facility: The national drop weight impact testing facility aims to enable dynamic tests on geo- and construction materials and systems. This facility aims to provide state-of-the-art technology to observe the real-time behaviour of elements and sub-assemblies under combined quasi-static and impact loading. Understanding material behaviour under dynamic loading is essential in dealing with many engineering problems. The facility may advance understanding of the fundamental behaviour of critical infrastructure exposed to impact loading and will foster innovations in design and construction. Applications may include improvement of the structural safety of infrastructure including railway networks, tunnels and bridges, and also the development of cost-effective and environmentally friendly building and construction materials.
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    Showing 1-9 of 9 Funded Activites

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