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
Reliability and design of 3D printed metal structures. The project will produce a design framework for additively manufactured (3D printed) metal structures. The project will develop open source algorithms for predicting (i) mechanical properties of 3D printed metals for given printing parameters and (ii) internal stresses and distortions arising from the printing process. Underpinned by experiments on structural components and structural reliability analyses, models will be calibrated for the n ....Reliability and design of 3D printed metal structures. The project will produce a design framework for additively manufactured (3D printed) metal structures. The project will develop open source algorithms for predicting (i) mechanical properties of 3D printed metals for given printing parameters and (ii) internal stresses and distortions arising from the printing process. Underpinned by experiments on structural components and structural reliability analyses, models will be calibrated for the nonlinear analysis of 3D printed structures, and a methodology will be set out for designing 3D printed metal structures with acceptably low probability of failure. The project will enable structural engineers to safely and efficiently design 3D printed metal structures and components.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
Discovery Early Career Researcher Award - Grant ID: DE220100876
Funder
Australian Research Council
Funding Amount
$413,000.00
Summary
Smart Optimisation of Functionally Graded Porous Structures. This project aims to develop a novel smart optimisation method for shaping the porosity geometries of metal foams for design requirements. Although these functionally graded porous structures have superior engineering properties, efficient examination methods to understand the mechanical behaviour of irregular graded porosities are lacking. Expected outcomes of this project include the expansion of fundamental knowledge in porous media ....Smart Optimisation of Functionally Graded Porous Structures. This project aims to develop a novel smart optimisation method for shaping the porosity geometries of metal foams for design requirements. Although these functionally graded porous structures have superior engineering properties, efficient examination methods to understand the mechanical behaviour of irregular graded porosities are lacking. Expected outcomes of this project include the expansion of fundamental knowledge in porous media and new technologies to build stronger and lighter multifunctional structural components. The project will provide significant benefits, including enhanced manufacturing capacities of local industries to fabricate metal foam products, new job opportunities in a growing market, and less carbon emissions.Read moreRead less
Complete limit state analysis of steel structural framework. This project aims to produce a design-by-analysis method for steel frameworks that explicitly models the complete set of failure modes including fracture of connections. The project will develop models that can accurately predict the fracture behaviour of welded and bolted connections, and system reliability calibrations that account for random variations in the parameters controlling the strength of steel frameworks including fracture ....Complete limit state analysis of steel structural framework. This project aims to produce a design-by-analysis method for steel frameworks that explicitly models the complete set of failure modes including fracture of connections. The project will develop models that can accurately predict the fracture behaviour of welded and bolted connections, and system reliability calibrations that account for random variations in the parameters controlling the strength of steel frameworks including fracture. The outcomes of this project will advance the design of steel structures, as it will become possible to analyse any type of structure for any type of failure including fracture. The design method will enable Australian structural engineers to enhance their competitive edge internationally, and maintain their preeminent record of producing innovative structural solutions.Read moreRead less
Multi-Scale Model-Based Simulation of Glass Fragmentation under Blast Loading. It is estimated that most injuries from bomb blasts can be attributed to airborne sharp glass fragments. The proposed project will help us gain better understanding of glass failure mechanism under impact/blast loading. The results from the proposed project are expected to help in developing more effective blast-resistant transparency, ensuring the reliability and quality of buildings and facilities, mitigating injury ....Multi-Scale Model-Based Simulation of Glass Fragmentation under Blast Loading. It is estimated that most injuries from bomb blasts can be attributed to airborne sharp glass fragments. The proposed project will help us gain better understanding of glass failure mechanism under impact/blast loading. The results from the proposed project are expected to help in developing more effective blast-resistant transparency, ensuring the reliability and quality of buildings and facilities, mitigating injury or death due to flying glass fragments, and eventually enhancing public safety and security.Read moreRead less
Reliability and full-range analysis of joints in steel frameworks. The project has two main components, namely to establish a mechanics-based nonlinear model for representing joints in structural analyses, and a reliability framework at system level that considers randomness in the strength and behaviour of both members and joints. As its main aim, the project aims to pave the way for introducing computer-based direct design of steel frames in the structural engineering community, thus obviating ....Reliability and full-range analysis of joints in steel frameworks. The project has two main components, namely to establish a mechanics-based nonlinear model for representing joints in structural analyses, and a reliability framework at system level that considers randomness in the strength and behaviour of both members and joints. As its main aim, the project aims to pave the way for introducing computer-based direct design of steel frames in the structural engineering community, thus obviating the need for checking member and joint strengths to a structural standard. The direct design approach is more accurate, economical and faster than current design practice, provides more uniform structural system reliability, and encourages innovation in structural and architectural forms.Read moreRead less
System reliability-based criteria for designing steel structures by advanced analysis. The aim of the project is to develop a new system-based criterion for designing steel structures using advanced analysis methods. The outcome of the research will help industry to design safer and more economic steel structures, thus enabling the profession to stay competitive in the national and international marketplace.
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