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Australian State/Territory : NSW
Research Topic : bonding
Socio-Economic Objective : Civil
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  • Funded Activity

    Discovery Projects - Grant ID: DP0451308

    Funder
    Australian Research Council
    Funding Amount
    $555,000.00
    Summary
    Mathematical modelling of tidal, splash and coastal atmospheric marine corrosion for structural reliability assessment. The project deals with structural deterioration due to steel corrosion. It is at the cutting-edge of international structural reliability research and based on the CI's previous successful corrosion modeling research. It will provide improved understanding of tidal, splash and coastal atmospheric corrosion and novel physically-based mathematical models for the progression of co .... Mathematical modelling of tidal, splash and coastal atmospheric marine corrosion for structural reliability assessment. The project deals with structural deterioration due to steel corrosion. It is at the cutting-edge of international structural reliability research and based on the CI's previous successful corrosion modeling research. It will provide improved understanding of tidal, splash and coastal atmospheric corrosion and novel physically-based mathematical models for the progression of corrosion with time. These can provide input for modern risk-based techniques for safety and functional performance assessment to assist with cost-effective planning, maintenance and rehabilitation decisions. The project has national economic implications for the design, maintenance and rehabilitation of Australian physical assets, including deteriorating civil infrastructure.
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    Funded Activity

    Discovery Projects - Grant ID: DP0558370

    Funder
    Australian Research Council
    Funding Amount
    $985,000.00
    Summary
    The implications of low-ductility reinforcement and strain localisation on the strength and ductility of reinforced concrete two-way slabs. In the design of reinforced concrete structures, ductility is an important requirement, providing warning of failure, redistribution of internal actions at overloads and justification of many of the assumptions made in structural analysis and design. The recent introduction in Australia of low-ductility, deformed welded wire fabric reinforcement (Class L) ha .... The implications of low-ductility reinforcement and strain localisation on the strength and ductility of reinforced concrete two-way slabs. In the design of reinforced concrete structures, ductility is an important requirement, providing warning of failure, redistribution of internal actions at overloads and justification of many of the assumptions made in structural analysis and design. The recent introduction in Australia of low-ductility, deformed welded wire fabric reinforcement (Class L) has resulted in concrete slabs with relatively brittle failure modes and its use has been the subject of much debate. This research will investigate the ductility of two-way slabs containing Class L mesh and the applicability of established design procedures. It will lead to safer and better performing r.c. floor systems and, if necessary, new ductility specifications for Class L steel.
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    Funded Activity

    Discovery Projects - Grant ID: DP0210039

    Funder
    Australian Research Council
    Funding Amount
    $265,000.00
    Summary
    The impact of high strength, low ductility reinforcement on the ductility and serviceability of concrete structures. The behaviour of reinforced concrete structures has been adversely affected by the recent introduction in Australia of 500 MPa steel reinforcement(with higher strength and lower ductibility than the previously available 400MPa steel bars). Structures with reduced ductility, greater deflection and larger crack widths will result. Unexpected overloads may now cause fracturing of the .... The impact of high strength, low ductility reinforcement on the ductility and serviceability of concrete structures. The behaviour of reinforced concrete structures has been adversely affected by the recent introduction in Australia of 500 MPa steel reinforcement(with higher strength and lower ductibility than the previously available 400MPa steel bars). Structures with reduced ductility, greater deflection and larger crack widths will result. Unexpected overloads may now cause fracturing of the steel, resulting in brittle and catastrophic collapse. This project aims to investigate, analytically and experimentally, the impact of the new reinforcement on the design and performance of concrete structures, including strength, ductility and serviceability, and to provide rational design guidance to the structural engineering profession.
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