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Research Topic : Structural dynamics
Scheme : Linkage Projects
Socio-Economic Objective : Civil
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  • Funded Activity

    Linkage Projects - Grant ID: LP0560907

    Funder
    Australian Research Council
    Funding Amount
    $74,444.00
    Summary
    Development of Fibre Reinforced Autoclaved Aerated Concrete Products. The construction industry is one of the world's largest consumers of raw materials and it is widely accepted that current material usage trends are unsustainable. Development of new more efficient construction materials is paramount to overcoming this. This novel research will use advanced high strength glass and carbon fibres and polymer resins to improve the structural behaviour, versatility and economic viability of a natio .... Development of Fibre Reinforced Autoclaved Aerated Concrete Products. The construction industry is one of the world's largest consumers of raw materials and it is widely accepted that current material usage trends are unsustainable. Development of new more efficient construction materials is paramount to overcoming this. This novel research will use advanced high strength glass and carbon fibres and polymer resins to improve the structural behaviour, versatility and economic viability of a nationally significant construction material known as Autoclaved Aerated Concrete. The material technologies developed by this research will lead to more efficient material use, a more sustainable materials solution and the potential to export the technology worldwide.
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    Funded Activity

    Linkage Projects - Grant ID: LP0455120

    Funder
    Australian Research Council
    Funding Amount
    $85,668.00
    Summary
    A study of the correlation between pre- and post- demolition performance assessment for prestressed concrete beams in a 45 year old major road bridge. In 2002 a major prestressed concrete bridge in Tasmania was demolished after only 45 years in service because of fears about the corrosion of the prestressing bars. Earlier, very extensive investigations were carried out to attempt to assess the rate of its deterioration and to establish the remaining margin of safety. The present project aims .... A study of the correlation between pre- and post- demolition performance assessment for prestressed concrete beams in a 45 year old major road bridge. In 2002 a major prestressed concrete bridge in Tasmania was demolished after only 45 years in service because of fears about the corrosion of the prestressing bars. Earlier, very extensive investigations were carried out to attempt to assess the rate of its deterioration and to establish the remaining margin of safety. The present project aims to investigate the degree of correlation between the performance assessment before and after demolition. Extensive pre-demolition documentation provided by the industry partner and detailed new assessments will give valuable research insight about the meaningfulness and reliability of investigative techniques for safety assessment. It will assist road authorities in structural assessment of bridges close to coastal marine environments.
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    Funded Activity

    Linkage Projects - Grant ID: LP0883451

    Funder
    Australian Research Council
    Funding Amount
    $153,762.00
    Summary
    Blast resistance of flexural ultra-high performance concrete members. Ultra high performance concrete (UHPC) has high material strengths, high material deformation and high toughness, making it an ideal material for resisting blast effects. Since there are great differences between the mechanical properties of UHPC and conventional concrete, traditional guidelines need to be significantly adapted to accommodate UHPC. This project will facilitate the development of design procedures for reinforce .... Blast resistance of flexural ultra-high performance concrete members. Ultra high performance concrete (UHPC) has high material strengths, high material deformation and high toughness, making it an ideal material for resisting blast effects. Since there are great differences between the mechanical properties of UHPC and conventional concrete, traditional guidelines need to be significantly adapted to accommodate UHPC. This project will facilitate the development of design procedures for reinforced UHPC members. It will enable design engineers to take advantage of the desirable properties of UHPC for anti-terrorism. The application of this project will lead to saving lives, reducing the extent of injury and minimizing social and economic disruption.
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    Funded Activity

    Linkage Projects - Grant ID: LP0349048

    Funder
    Australian Research Council
    Funding Amount
    $257,000.00
    Summary
    Development of sophisticated structural design guidelines for the new building product known as Rapidwall. Rapidwall is an Australian made new composite building product made from formulated gypsum plaster and glass-fibre. This is a high-tech building product that has huge potential to be developed into a dominant building material in the future. It is economic, labor effective, eco-friendly, structural sound and fire, thermal resistant and has many advantages over the existing building material .... Development of sophisticated structural design guidelines for the new building product known as Rapidwall. Rapidwall is an Australian made new composite building product made from formulated gypsum plaster and glass-fibre. This is a high-tech building product that has huge potential to be developed into a dominant building material in the future. It is economic, labor effective, eco-friendly, structural sound and fire, thermal resistant and has many advantages over the existing building materials, such as concrete, steel and masonry. The lack of a technical design guidelines has fundamentally obstructed it from expanding its market share both in Australia and overseas. This proposal aims at developing a structural design manual for the new product.
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    Funded Activity

    Linkage Projects - Grant ID: LP100100598

    Funder
    Australian Research Council
    Funding Amount
    $150,000.00
    Summary
    A Re-evaluation of the Safety and Reliability Indices for Reinforced Concrete Structures. The use of concrete in Australian building structures exceeds 13 million tonnes per year and its impact on the environment is considerable. With 5% of total CO2 emissions coming from cement production, one of the main components of concrete, it is imperative that Australian standards produce efficient design solutions. Preliminary modelling shows that a minimum 5% efficiency gain is possible through a re-ev .... A Re-evaluation of the Safety and Reliability Indices for Reinforced Concrete Structures. The use of concrete in Australian building structures exceeds 13 million tonnes per year and its impact on the environment is considerable. With 5% of total CO2 emissions coming from cement production, one of the main components of concrete, it is imperative that Australian standards produce efficient design solutions. Preliminary modelling shows that a minimum 5% efficiency gain is possible through a re-evaluation of reliability indices with contemporary construction practices and materials, giving an immediate 180,000 tonne per annum reduction in carbon emissions. Added to this are savings through reduced transport and reduced water, sand and aggregate consumption, the potential saving on the environment, and economy, are considerable.
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    Funded Activity

    Linkage Projects - Grant ID: LP0991701

    Funder
    Australian Research Council
    Funding Amount
    $255,000.00
    Summary
    Time-dependent in-service behaviour of composite concrete slabs with profiled steel decking. At present, the in-service behaviour of composite floor slabs is incompletely understood, and structural designers have no reliable means to assess the effects on structural behaviour of shrinkage warping, time-dependent cracking, temperature gradients and the influence of prestress on bond-slip at the concrete-deck interface. This project will, through laboratory testing and theoretical analysis, provid .... Time-dependent in-service behaviour of composite concrete slabs with profiled steel decking. At present, the in-service behaviour of composite floor slabs is incompletely understood, and structural designers have no reliable means to assess the effects on structural behaviour of shrinkage warping, time-dependent cracking, temperature gradients and the influence of prestress on bond-slip at the concrete-deck interface. This project will, through laboratory testing and theoretical analysis, provide the necessary data to develop and calibrate models to simulate structural behaviour and provide rational guidance for design engineers. The project will result in more serviceable and more economical composite floor slabs in Australian buildings, thereby reducing the costs of construction, maintenance and repair.
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    Funded Activity

    Linkage Projects - Grant ID: LP0347804

    Funder
    Australian Research Council
    Funding Amount
    $155,198.00
    Summary
    Bridge Health Monitoring using an Intelligent System based on Bragg Grating Fibre Optic Sensors. Use of Fibre Optic Sensors for monitoring bridges is an imerging technology. Recent advances in Bragg grating fibre optic sensors make it possible to monitor structural behaviour of over a period of long time. This technology is further being developed by the University of New South Wales. In conjunction with Roads and Traffic Authorities, these sensors will be further developed and used in major bri .... Bridge Health Monitoring using an Intelligent System based on Bragg Grating Fibre Optic Sensors. Use of Fibre Optic Sensors for monitoring bridges is an imerging technology. Recent advances in Bragg grating fibre optic sensors make it possible to monitor structural behaviour of over a period of long time. This technology is further being developed by the University of New South Wales. In conjunction with Roads and Traffic Authorities, these sensors will be further developed and used in major bridges for both remote and contact monitoring techniques. In this project an Intelligent Bridge Monitoring Remote System will be developed an implemented.
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    Funded Activity

    Linkage Projects - Grant ID: LP0455409

    Funder
    Australian Research Council
    Funding Amount
    $204,616.00
    Summary
    Development of design guidelines for recycled plastic material and structural components. It is estimated that by 2010 over 1.2 million tonnes of plastic will be used annually by Australians of which only 3% is currently recycled. Preliminary testing of recycled plastic products has demonstrated their potential usefulness in structural engineering applications. However, the lack of guidelines suitable for advanced applications of recycled plastic is limiting the growth of this technology. This p .... Development of design guidelines for recycled plastic material and structural components. It is estimated that by 2010 over 1.2 million tonnes of plastic will be used annually by Australians of which only 3% is currently recycled. Preliminary testing of recycled plastic products has demonstrated their potential usefulness in structural engineering applications. However, the lack of guidelines suitable for advanced applications of recycled plastic is limiting the growth of this technology. This project aims to develop a set of rational guidelines for the testing, analysis and design of recycled plastic material and structural components that will enable the continued expansion of this technology, significantly reducing waste plastic.
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    Funded Activity

    Linkage Projects - Grant ID: LP0347588

    Funder
    Australian Research Council
    Funding Amount
    $69,099.00
    Summary
    Performance Characteristics of an Innovative Structural System - Compound Curved Sandwich Shell Structure. An innovative structural system utilising sandwich panel technology and shell action has recently emerged. These aesthetically pleasing curved structures are durable and spacious with fast construction time. They have residential and commercial applications and have attracted considerable local and overseas interest. There are no definitive procedures for their analysis and design and thei .... Performance Characteristics of an Innovative Structural System - Compound Curved Sandwich Shell Structure. An innovative structural system utilising sandwich panel technology and shell action has recently emerged. These aesthetically pleasing curved structures are durable and spacious with fast construction time. They have residential and commercial applications and have attracted considerable local and overseas interest. There are no definitive procedures for their analysis and design and their behaviour is complex involving many variables such as sandwich layer interaction, shape, openings, structural action, etc. This project will generate fundamental knowledge on their behaviour over a range of properties and operating conditions and develop guidelines to ensure safe and economical design, bringing economic benefits to Australia.
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    Funded Activity

    Linkage Projects - Grant ID: LP0884156

    Funder
    Australian Research Council
    Funding Amount
    $225,000.00
    Summary
    High-strength formwork systems. The project will lead to new formwork systems which are safer, stronger and quicker to erect. The systems will rely on scientific investigations to minimise the risk of structural collapse and associated cost to community. The systems are innovative and combine advanced technology to produce a superior product with strong export potential and capacity to raise the level of efficiency in the national market. The project will also develop advanced analysis and desig .... High-strength formwork systems. The project will lead to new formwork systems which are safer, stronger and quicker to erect. The systems will rely on scientific investigations to minimise the risk of structural collapse and associated cost to community. The systems are innovative and combine advanced technology to produce a superior product with strong export potential and capacity to raise the level of efficiency in the national market. The project will also develop advanced analysis and design methods for formwork systems which can be applied more generally to advance Australian engineers' position as world leaders in innovative structural design.
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