Structural behaviour of innovative hollow flange steel members subject to local and lateral distortional buckling effects. This project will investigate the local and lateral distortional buckling behaviour of a new generation of innovative and cost-effective thin and high strength steel hollow flange sections (HFS) being developed using a unique dual weld and roll-forming technology. It will use experiments and advanced numerical modelling to develop fundamental behavioural and design data for ....Structural behaviour of innovative hollow flange steel members subject to local and lateral distortional buckling effects. This project will investigate the local and lateral distortional buckling behaviour of a new generation of innovative and cost-effective thin and high strength steel hollow flange sections (HFS) being developed using a unique dual weld and roll-forming technology. It will use experiments and advanced numerical modelling to develop fundamental behavioural and design data for HFS flexural members. Effects of web corrugations and punched holes will also be investigated. The research will enable innovative applications using HFS in the building industry in Australia and overseas. It will bring significant economic benefits to the industry partner, steel building industry, and Australia.Read moreRead less
Structural Behaviour of Innovative LiteSteel Beams, their Design Improvements and Applications. This project will develop a significant knowledge base, accurate design models and innovative application methods for the new LSB, which will be fully used by the collaborating partner in marketing them in Australia and overseas. Both construction and manufacturing industry sectors will benefit through the increased use of the innovative and lightweight hollow flange sections. Using the new sections a ....Structural Behaviour of Innovative LiteSteel Beams, their Design Improvements and Applications. This project will develop a significant knowledge base, accurate design models and innovative application methods for the new LSB, which will be fully used by the collaborating partner in marketing them in Australia and overseas. Both construction and manufacturing industry sectors will benefit through the increased use of the innovative and lightweight hollow flange sections. Using the new sections and the wealth of design information from this research, Australian engineers can develop cost-effective and safer building systems. Community at large, in particular rural and regional communities will gain through cheaper building systems, additional employment in LSB manufacturing and design, and opportunities locally and overseas.Read moreRead less
Developing auxetic composite system for protective engineering applications. This project intends to explore the possibilities of extending the latest developments in auxetic technologies to the protective design of engineering structures. Auxetic materials become thicker perpendicular to the applied force when stretched. Specifically, the project plans to develop a novel auxetic composite system with a focus on protecting civil and defence infrastructure from extreme loads. It is expected that ....Developing auxetic composite system for protective engineering applications. This project intends to explore the possibilities of extending the latest developments in auxetic technologies to the protective design of engineering structures. Auxetic materials become thicker perpendicular to the applied force when stretched. Specifically, the project plans to develop a novel auxetic composite system with a focus on protecting civil and defence infrastructure from extreme loads. It is expected that the system’s superior energy dissipating capability will broaden its application beyond civil infrastructure, such as armoured vehicles, protective sports gear and body armour. The project also plans to develop a multiscale numerical modelling and topological optimisation framework to accelerate the adoption of this advanced composite system.Read moreRead less
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.Read moreRead less
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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PROBABILISTIC BRIDGE STRUCTURE CONDITION ASSESSMENT AND LOAD CARRYING CAPACITY PREDICTION. Bridge failures have occasionally been reported around the world. Condition assessment of bridges is vital to maintain their safety. It is difficult to assess quantitatively the deterioration and damage using traditional methods. Vibration-based methods are very sensitive to noise in vibration measurement and error in finite element modelling. This project will study the effects of measurement noises and f ....PROBABILISTIC BRIDGE STRUCTURE CONDITION ASSESSMENT AND LOAD CARRYING CAPACITY PREDICTION. Bridge failures have occasionally been reported around the world. Condition assessment of bridges is vital to maintain their safety. It is difficult to assess quantitatively the deterioration and damage using traditional methods. Vibration-based methods are very sensitive to noise in vibration measurement and error in finite element modelling. This project will study the effects of measurement noises and finite element model errors on bridge condition assessment, and develop improved techniques for predicting load carrying capacities of bridges. The technique developed will be applied to Main Roads WA bridges, will also be applicable to the assessment of other types of structures.Read moreRead less
Development of efficient, robust and architecturally-flexible structural systems using innovative blind-bolted connections. The aim of the proposed project is to develop structural systems that have sufficient stiffness, strength, and ductility to withstand code-specified loads and that will be competitive in the marketplace. The development of demonstrable cost-effective structural systems is essential if these types of systems are to be widely adopted in practice, thus allowing Australian manu ....Development of efficient, robust and architecturally-flexible structural systems using innovative blind-bolted connections. The aim of the proposed project is to develop structural systems that have sufficient stiffness, strength, and ductility to withstand code-specified loads and that will be competitive in the marketplace. The development of demonstrable cost-effective structural systems is essential if these types of systems are to be widely adopted in practice, thus allowing Australian manufacturers of blind bolts and steel tubes to achieve a greater market share.Read moreRead less
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.Read moreRead less
Seismic performance of concrete beam-slab-column systems constructed with a re-useable sheet metal formwork system. When designing for earthquake induced loading it is very important to know the ductility and any other inherent deficiencies in structural systems under lateral deflections. The main purpose of this application is to investigate the seismic performance of an efficient beam-slab-column system constructed with a re-useable sheet metal formwork system, Corcon, which is becoming popula ....Seismic performance of concrete beam-slab-column systems constructed with a re-useable sheet metal formwork system. When designing for earthquake induced loading it is very important to know the ductility and any other inherent deficiencies in structural systems under lateral deflections. The main purpose of this application is to investigate the seismic performance of an efficient beam-slab-column system constructed with a re-useable sheet metal formwork system, Corcon, which is becoming popular in Australia and overseas. The proposed research will ultimately lead to revised design guidelines for these systems, suitable for local and overseas practice where different levels of seismicity occur.
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Stochastic Modelling of Strength and Reliability of Masonry Walls Loaded in Flexure and Compression. For new construction, a more efficient use of structural masonry will mean that less material will be used when compared to masonry structures designed to existing design specifications. This will result in lower construction costs, reduced energy costs and could help contribute to an increase in building approvals. The ability to more accurately assess the safety of existing masonry structures m ....Stochastic Modelling of Strength and Reliability of Masonry Walls Loaded in Flexure and Compression. For new construction, a more efficient use of structural masonry will mean that less material will be used when compared to masonry structures designed to existing design specifications. This will result in lower construction costs, reduced energy costs and could help contribute to an increase in building approvals. The ability to more accurately assess the safety of existing masonry structures may allow authorities to avoid unnecessary demolition or rehabilitation of such structures. Such infrastructure includes much of Australia's domestic housing, light commercial structures, numerous heritage buildings, and many structures required to serve a post disaster function.Read moreRead less