Rational lateral-bracing design for steel-framed domestic structures. For the 150,000 new Australian houses built annually to remain safe, despite expected increases in structural loading due to climate change, rational design approaches are desperately needed. This project will provide the industry with the necessary tools to develop optimised and innovative solutions to brace houses for extreme events and yet maintain affordability.
Braced batter micropile group: New design theory and performance framework. Braced batter micropile group: New design theory and performance framework. This project aims to research the design and performance of innovative biomimetic braced battered micropile group footings. This project will test Surefoot, the new concrete free footing, in the laboratory, in the field, and through numerical and analytical modelling. Surefoot’s mechanisms of action are poorly understood but clearly more complex ....Braced batter micropile group: New design theory and performance framework. Braced batter micropile group: New design theory and performance framework. This project aims to research the design and performance of innovative biomimetic braced battered micropile group footings. This project will test Surefoot, the new concrete free footing, in the laboratory, in the field, and through numerical and analytical modelling. Surefoot’s mechanisms of action are poorly understood but clearly more complex than current micropile theory; this project will research the mechanism of load transfer from micropiles to the soil and soil response.Read moreRead less
Performance of safety critical anchors in early age concrete with SCM. This project aims to examine the performance of anchors in a range of cements, to contribute to new safety and building guidelines. Demands for faster construction cycles and increased productivity require anchors for lifting and joining concrete elements to be installed and loaded in early age concrete. Yet, best practice for evaluation of anchors is based on mature concrete. There is also increasing use of supplementary cem ....Performance of safety critical anchors in early age concrete with SCM. This project aims to examine the performance of anchors in a range of cements, to contribute to new safety and building guidelines. Demands for faster construction cycles and increased productivity require anchors for lifting and joining concrete elements to be installed and loaded in early age concrete. Yet, best practice for evaluation of anchors is based on mature concrete. There is also increasing use of supplementary cementitious materials with unknown effects on anchors. This project aims to address this construction industry challenge. The project plans to study experimentally and analytically the effect of early age creep on anchor installation and the factors affecting the slip behaviour and ultimate performance of cast-in and post-installed mechanical anchors in concretes. It is intended that these studies will then inform new design guidelines.Read moreRead less
Collapse assessment of reinforced concrete buildings in regions of lower seismicity. This research aims to develop a new displacement based (DB) method for regions of lower seismicity, using 'Displacement Controlled' phenomenon, to assess the risk of collapse and seismic performance of buildings. The project will investigate the system behaviour of buildings in Australia that are laterally supported by lightly reinforced concrete geometric walls, including both torsional and wall floor interacti ....Collapse assessment of reinforced concrete buildings in regions of lower seismicity. This research aims to develop a new displacement based (DB) method for regions of lower seismicity, using 'Displacement Controlled' phenomenon, to assess the risk of collapse and seismic performance of buildings. The project will investigate the system behaviour of buildings in Australia that are laterally supported by lightly reinforced concrete geometric walls, including both torsional and wall floor interaction effects. The new DB method could allow buildings in regions of lower seismicity to be designed for robustness, gravity and wind loading and then checked using displacement principles for seismic compliance, which will dramatically simplify and improve the current seismic design process.Read moreRead less
Seismic performance of precast concrete buildings for lower seismic regions. This project aims to develop a displacement-based method of assessing precast concrete buildings in regions of lower seismicity for risk of collapse and seismic performance. The project will investigate the system behaviour and vulnerability of buildings laterally supported by precast concrete geometric walls, which are currently poorly understood but dominate Australian construction. The modelling produced is expected ....Seismic performance of precast concrete buildings for lower seismic regions. This project aims to develop a displacement-based method of assessing precast concrete buildings in regions of lower seismicity for risk of collapse and seismic performance. The project will investigate the system behaviour and vulnerability of buildings laterally supported by precast concrete geometric walls, which are currently poorly understood but dominate Australian construction. The modelling produced is expected to allow such buildings to be simply checked for seismic compliance using displacement principles, rather than the more complex force based methods with direct benefits for building costs and community safety.Read moreRead less
Design Optimisation and Advanced Manufacturing of Structural Connections. This project aims to establish a new approach to designing and fabricating complex connections in spatial structures by taking advantage of latest technologies in topological optimisation and additive manufacturing. The project intends to develop new optimisation algorithms considering special constraints of additive manufacturing and to determine a cost-effective process for fabricating large metal connections. Expected o ....Design Optimisation and Advanced Manufacturing of Structural Connections. This project aims to establish a new approach to designing and fabricating complex connections in spatial structures by taking advantage of latest technologies in topological optimisation and additive manufacturing. The project intends to develop new optimisation algorithms considering special constraints of additive manufacturing and to determine a cost-effective process for fabricating large metal connections. Expected outcomes of the project include a new methodology and an advanced digital design tool, validated by experiments, for designing and fabricating efficient structural components. This should provide significant benefits to the construction industry in terms of performance enhancement, weight reduction and waste minimisation.Read moreRead less
Behaviour of ultra-high strength double-skin composite tubular construction. Ultra-high strength (UHS) steel tubes are currently used mainly in the vehicle industry due to their high strength and light weight. This project aims to enable the building of more resilient and sustainable infrastructure by utilising these UHS steel tubes in double-skin composite tubular construction. To date there has been little work to understand the effects of fire, earthquake and impact related incidents on these ....Behaviour of ultra-high strength double-skin composite tubular construction. Ultra-high strength (UHS) steel tubes are currently used mainly in the vehicle industry due to their high strength and light weight. This project aims to enable the building of more resilient and sustainable infrastructure by utilising these UHS steel tubes in double-skin composite tubular construction. To date there has been little work to understand the effects of fire, earthquake and impact related incidents on these structures. This project aims to access unique testing facilities for full size impact and fire testing and the state-of-the-art hybrid testing simulation. It is expected to increase the competitiveness of the Australian manufacturing industry by overcoming the bottleneck in the manufacture of steel sections.Read moreRead less
Composite tubular construction subject to impact and blast loading. This project will advance the knowledge of composite tubular members and connections under impact and blast loading. It will provide confident design methodology against impact and blast loading for buildings designated as prominent targets or items of critical infrastructure, to save lives and reduce losses.
Developing innovative concrete composites by upscaling material properties. This project aims to develop an upscaling process to correlate micro-nano properties of engineering materials to their comprehensive physicochemical properties based on systematic mechanical and statistical analysis approaches and nanoindentation technology. The process will enable assessing material mechanical and viscoelastic properties at a microscale level thus will generate a new knowledge in structural engineering ....Developing innovative concrete composites by upscaling material properties. This project aims to develop an upscaling process to correlate micro-nano properties of engineering materials to their comprehensive physicochemical properties based on systematic mechanical and statistical analysis approaches and nanoindentation technology. The process will enable assessing material mechanical and viscoelastic properties at a microscale level thus will generate a new knowledge in structural engineering discipline including health monitoring, assessment of existing structures, historical buildings, and strengthening and repairing materials in structures. The outcomes are a multiscale link model for upscaling material properties and a development of innovative reinforced concrete composites which are cost-effective and efficient.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE140100747
Funder
Australian Research Council
Funding Amount
$333,157.00
Summary
Reliability assessment of concrete-filled steel tubular frames designed by advanced analysis. Concrete-filled steel tubular structures have been increasingly used in high-rise buildings, bridges and other infrastructure due to their enhanced properties such as high strength, high ductility and large energy absorption capability. This project will evaluate the system reliability of concrete-filled steel tubular frames designed by advanced analysis. The influences of inherent uncertainties in load ....Reliability assessment of concrete-filled steel tubular frames designed by advanced analysis. Concrete-filled steel tubular structures have been increasingly used in high-rise buildings, bridges and other infrastructure due to their enhanced properties such as high strength, high ductility and large energy absorption capability. This project will evaluate the system reliability of concrete-filled steel tubular frames designed by advanced analysis. The influences of inherent uncertainties in loads, strength capacities, material properties and geometric properties on the system reliability of such frames will be studied. The outcomes of this project will be used to develop reliability-based provisions to achieve a target reliability range in the design of concrete-filled steel tubular structures.Read moreRead less