Design of Welded Steel Tubular Connections. Steel tubes are widely used in building, road transportation, defence, recreation, and agriculture industries. The proposed program will develop static design procedures for welded tubular connections to ensure safe and economic structures. The program will also investigate the behaviour of a popular tubular connection utilizing very high strength steel tubes to extend the existing design scope and enhance the utilization of Australian produced innovat ....Design of Welded Steel Tubular Connections. Steel tubes are widely used in building, road transportation, defence, recreation, and agriculture industries. The proposed program will develop static design procedures for welded tubular connections to ensure safe and economic structures. The program will also investigate the behaviour of a popular tubular connection utilizing very high strength steel tubes to extend the existing design scope and enhance the utilization of Australian produced innovative tubular sections. The notch toughness of steel tubes will also be investigated to avoid fracture failure of welded connections under dynamic loading. The program will build strong ongoing collaboration between University of Toronto and Monash University.Read moreRead less
Interaction of Local and Distortional Buckling in Thin-Walled High Strength Steel Sections. Recent research at the University of Sydney has shown that the local and distortional buckling modes in thin-walled high strength steel sections may have adverse interaction. Cold-Formed steel sections of this type are used in residential construction, ceiling systems, partitioning systems in offices and other light gauge applications. The project will develop mathematical models of the interaction beha ....Interaction of Local and Distortional Buckling in Thin-Walled High Strength Steel Sections. Recent research at the University of Sydney has shown that the local and distortional buckling modes in thin-walled high strength steel sections may have adverse interaction. Cold-Formed steel sections of this type are used in residential construction, ceiling systems, partitioning systems in offices and other light gauge applications. The project will develop mathematical models of the interaction behaviour of sections of this type for a wide range of section geometries. A major outcome will be design methods which accurately quantify the interaction behaviour based on the models. Testing will be undertaken to support the theoretical developments and to calibrate the design models.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
Risk assessment modelling for corrosion affected concrete infrastructure. Aging and deterioration of physical infrastructure is a global problem that has caused widespread premature structural failures and significantly reduced its designed service life. This is an increasing problem also for Australia. For reinforced concrete infrastructure, the corrosion of the reinforcing steel within the surrounding concrete is the most significant factor. The aim of the project is to improve understanding o ....Risk assessment modelling for corrosion affected concrete infrastructure. Aging and deterioration of physical infrastructure is a global problem that has caused widespread premature structural failures and significantly reduced its designed service life. This is an increasing problem also for Australia. For reinforced concrete infrastructure, the corrosion of the reinforcing steel within the surrounding concrete is the most significant factor. The aim of the project is to improve understanding of the factors that influence corrosion mechanics in marine environments, to re-examine corrosion process in practical concrete structures and to develop a model for corrosion to enable prediction of structural deterioration and improved risk assessment.Read moreRead less
Behaviour and design of concrete-filled stainless steel tubular columns at ambient and elevated temperatures. Stainless steel is recognised as an advanced construction material for its merits of corrosion resistance, attractive appearance and ease of maintenance. It has enormous potential for use in steel-concrete composite construction, which will provide the structural engineering community with greater choice in terms of aesthetics, constructability, cost and sustainability. The research put ....Behaviour and design of concrete-filled stainless steel tubular columns at ambient and elevated temperatures. Stainless steel is recognised as an advanced construction material for its merits of corrosion resistance, attractive appearance and ease of maintenance. It has enormous potential for use in steel-concrete composite construction, which will provide the structural engineering community with greater choice in terms of aesthetics, constructability, cost and sustainability. The research put forward in this proposal will promote the better use of stainless steel in Australia's building, bridge and offshore infrastructure, thereby providing significant socio-economic benefits to Australia. Moreover it will greatly increase Australia's infrastructure maintenance capability.Read moreRead less
Fibre reinforced polymer retrofitting of reinforced concrete flexural members. A cost-effective and durable technique for retrofitting reinforced concrete beams and slabs is to adhesively bond new advanced fibre reinforced polymer (FRP) composites to their surfaces. The potential plating market in Australia for bridges is $350 million, however, the technique can also be applied to strengthening other structures such as buildings. Tests have shown that FRP plates or sheets can debond prematurely, ....Fibre reinforced polymer retrofitting of reinforced concrete flexural members. A cost-effective and durable technique for retrofitting reinforced concrete beams and slabs is to adhesively bond new advanced fibre reinforced polymer (FRP) composites to their surfaces. The potential plating market in Australia for bridges is $350 million, however, the technique can also be applied to strengthening other structures such as buildings. Tests have shown that FRP plates or sheets can debond prematurely, which at present severely limits the application. The aim of this research project is to quantify the debonding mechanisms, strengths and ductilities of adhesively bonded FRP plated beams to provide design rules that can be used in practice.Read moreRead less
Limit and shakedown analyses allowing for geometric effects and physical instability. The accurate safety assessment of structures is a fundamental requirement for their safe and cost effective design and management. In this respect, understanding the implications of geometric effects and physical instability on the failure behaviour of structures is a vital and challenging one. This project aims at achieving this by developing innovative approaches in which the classical, so-called, limit and s ....Limit and shakedown analyses allowing for geometric effects and physical instability. The accurate safety assessment of structures is a fundamental requirement for their safe and cost effective design and management. In this respect, understanding the implications of geometric effects and physical instability on the failure behaviour of structures is a vital and challenging one. This project aims at achieving this by developing innovative approaches in which the classical, so-called, limit and shakedown, analyses are extended to incorporate these effects. The project will result in a significant advance in Australia's capability for enhanced diagnosis of its aging infrastructure and potentially also, through this newly developed computational ability, for the rapid transition of new materials to emerging technologies.Read moreRead less
Utilising the benefits of high performance steels (HPS) and infill materials for critical infrastructure protection (CIP) against extreme loads. This project will provide an improved understanding of the behaviour of structural elements subjected to impact and blast loads. The structural engineering community will benefit from the state of the art knowledge whilst the general community will benefit from the increased safety of critical infrastructure which will provide greater security against ....Utilising the benefits of high performance steels (HPS) and infill materials for critical infrastructure protection (CIP) against extreme loads. This project will provide an improved understanding of the behaviour of structural elements subjected to impact and blast loads. The structural engineering community will benefit from the state of the art knowledge whilst the general community will benefit from the increased safety of critical infrastructure which will provide greater security against physical and financial losses. This project extends on work conducted by the first Chief and Partner Investigator in a completed ARC Discovery Project. It is also directly related to research being carried out by the Second Chief Investigator as part of the ARC, Research Network for a Secure Australia.Read moreRead less
Efficient reinforced concrete design using linear elastic finite element analysis. It is expected that this project will bring about changes in the design practice for reinforced concrete structures, particularly those of complex geometry, which will enhance the competitiveness of the Australian design community. Through reduction of the overuse of concrete often present in current conservative design procedures for such structures, the project will lead to a reduction in the impact of reinforce ....Efficient reinforced concrete design using linear elastic finite element analysis. It is expected that this project will bring about changes in the design practice for reinforced concrete structures, particularly those of complex geometry, which will enhance the competitiveness of the Australian design community. Through reduction of the overuse of concrete often present in current conservative design procedures for such structures, the project will lead to a reduction in the impact of reinforced concrete construction on the environment and contribute to sustainable engineering practise.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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