Mixed Mode Torsion-Shear-Bending Failure in SFRC Elements . In 2017 and 2018 the Australian Standards for the design of concrete bridges and structures were released; these are some of the first in the world, to include design procedures for steel fibre reinforced concrete (SFRC) in a comprehensive way. While rules have been introduced for shear and bending of SFRC girders, the rules exclude the use fibres to carry torsional moments. This study investigates the torsion-bending-shear interaction ....Mixed Mode Torsion-Shear-Bending Failure in SFRC Elements . In 2017 and 2018 the Australian Standards for the design of concrete bridges and structures were released; these are some of the first in the world, to include design procedures for steel fibre reinforced concrete (SFRC) in a comprehensive way. While rules have been introduced for shear and bending of SFRC girders, the rules exclude the use fibres to carry torsional moments. This study investigates the torsion-bending-shear interaction performance of SFRC members. The study will provide vital data needed for for adoption by engineers and Standards bodies.Read moreRead less
The behaviour and design of composite columns coupling the benefits of high strength steel and high strength concrete for large scale infrastructure. This project will involve the development of a novel structural column system which will be more efficient, robust and require less maintenance than current systems. The outcomes will involve improved design methodologies which will enable large scale infrastructure to be enhanced and will involve the use of materials which improve sustainability.
Adaptive Base Isolation using Innovative Magnetorheological Elastomers. Base isolation is of great importance for the safety of infrastructure, such as hospitals, bridges and nuclear power plants. Utilisation of a traditional passive base isolator makes the base isolation system vulnerable and susceptible to unexpected/extreme dynamic loadings, such as earthquakes. This project aims to address this critical issue through the development of a novel adaptive seismic isolator working with an innova ....Adaptive Base Isolation using Innovative Magnetorheological Elastomers. Base isolation is of great importance for the safety of infrastructure, such as hospitals, bridges and nuclear power plants. Utilisation of a traditional passive base isolator makes the base isolation system vulnerable and susceptible to unexpected/extreme dynamic loadings, such as earthquakes. This project aims to address this critical issue through the development of a novel adaptive seismic isolator working with an innovative stiffness softening magnetorheological elastomer (MRE). This research represents a fundamental step towards the understanding of MRE behaviour and is expected to be the breakthrough for the development of a future smart base isolation system.Read moreRead less
Measuring and modelling the mechanical response of soils incorporating recycled tyres. Civil engineers use backfill to refill excavated areas around new structures. They have found recently that rubber chips and shredded rubber make excellent backfill when combined with a small percentage of cement to make ‘rubber soil’. The widespread use of rubber soil therefore offers a tremendous opportunity to make use of a serious waste product to achieve important engineering outcomes. However, too little ....Measuring and modelling the mechanical response of soils incorporating recycled tyres. Civil engineers use backfill to refill excavated areas around new structures. They have found recently that rubber chips and shredded rubber make excellent backfill when combined with a small percentage of cement to make ‘rubber soil’. The widespread use of rubber soil therefore offers a tremendous opportunity to make use of a serious waste product to achieve important engineering outcomes. However, too little is known about the technology. This project will model the behaviour of rubber soil in order to introduce it as an environmentally sustainable, cost-effective and technically sound choice of geomaterial for both standard and non-standard geotechnical structures.Read moreRead less
Development of thin bed concrete masonry structural walls. Masonry is one of the most well regarded construction systems for low and medium rise buildings, but requires skilled labour. The current skills shortage incurs project delays, leading to direct and indirect costs to the Australian community. Thin bed technology for concrete masonry will utilise special blocks and binders for easy adoption by unskilled labour, without compromising personal safety or structural integrity. As thin bed wal ....Development of thin bed concrete masonry structural walls. Masonry is one of the most well regarded construction systems for low and medium rise buildings, but requires skilled labour. The current skills shortage incurs project delays, leading to direct and indirect costs to the Australian community. Thin bed technology for concrete masonry will utilise special blocks and binders for easy adoption by unskilled labour, without compromising personal safety or structural integrity. As thin bed walls require less volume of cement reduced binders, the technology will also lead to reduced carbon emission. Thus, this project addresses two of Australia's greatest challenges: environmental degradation and our critical skills shortage.Read moreRead less
Design and Construction Error Mitigation in Infrastructure Projects. Human errors committed during the design and construction process of infrastructure projects increase costs by as much as 25 per cent. The costs associated with such errors would be significantly higher in the event of an engineering failure and loss of life. This research will develop a model that can be used to mitigate errors and improve the performance and safety of infrastructure projects. A reduction in errors will reduce ....Design and Construction Error Mitigation in Infrastructure Projects. Human errors committed during the design and construction process of infrastructure projects increase costs by as much as 25 per cent. The costs associated with such errors would be significantly higher in the event of an engineering failure and loss of life. This research will develop a model that can be used to mitigate errors and improve the performance and safety of infrastructure projects. A reduction in errors will reduce the financial burden placed on taxpayers for cost overruns experienced as well as improve the profitability of organisations. This will lead to greater investment, and contribution to gross domestic product.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE160100289
Funder
Australian Research Council
Funding Amount
$375,000.00
Summary
Structural design and distributed fabrication of folded sandwich structures. This project intends to develop a new type of modular structural form that retains the streamlined construction of existing prefabricated systems, but can be rapidly fabricated in non-specialist and low-cost manufacturing plants. ‘Folded sandwich structures’ are part of the emerging field of origami-inspired engineering design. This project intends to conduct numerical, experimental and theoretical structural analysis a ....Structural design and distributed fabrication of folded sandwich structures. This project intends to develop a new type of modular structural form that retains the streamlined construction of existing prefabricated systems, but can be rapidly fabricated in non-specialist and low-cost manufacturing plants. ‘Folded sandwich structures’ are part of the emerging field of origami-inspired engineering design. This project intends to conduct numerical, experimental and theoretical structural analysis and optimisation on plate and shell building components. Such a system would enable the establishment of a distributed local manufacturing network, for example to provide the short-term infrastructure needs of regions affected by natural disaster.Read moreRead less
Fibre-Reinforced Timber for Novel Hybrid Folded Thin-Walled Structures. This project proposes novel manufacture and analysis methods for fibre-reinforced polymer (FRP) hybrid sections. FRP composites have gained wide acceptance within the civil engineering community. All-FRP systems typically use thin-walled profiles based on steel sections, but existing manufacturing technologies are unable to optimise material usage. Hybrid systems combine FRP with traditional materials for optimum structural ....Fibre-Reinforced Timber for Novel Hybrid Folded Thin-Walled Structures. This project proposes novel manufacture and analysis methods for fibre-reinforced polymer (FRP) hybrid sections. FRP composites have gained wide acceptance within the civil engineering community. All-FRP systems typically use thin-walled profiles based on steel sections, but existing manufacturing technologies are unable to optimise material usage. Hybrid systems combine FRP with traditional materials for optimum structural performance and so are often more economical than all-FRP systems. This project aims to develop an effective way to analyse, manufacture, and design FRP-based hybrid thin-walled structural members and optimise performance against buckling failure modes. The technology developed in this project would support the development of advanced low-cost FRP structural systems.Read moreRead less
Performance of Soft Clay Consolidated by Biodegradable and Geosynthetic Vertical Drains under Vacuum Pressure for Transport Infrastructure. Along Australia's coast, the abundance of soft clay often hampers the design and construction of transport infrastructure including embankments. The use of vacuum pressure and prefabricated vertical drains (PVD) ensures rapid drainage and consolidation of the clay, thus increasing its shear strength and bearing capacity while reducing long term deformation. ....Performance of Soft Clay Consolidated by Biodegradable and Geosynthetic Vertical Drains under Vacuum Pressure for Transport Infrastructure. Along Australia's coast, the abundance of soft clay often hampers the design and construction of transport infrastructure including embankments. The use of vacuum pressure and prefabricated vertical drains (PVD) ensures rapid drainage and consolidation of the clay, thus increasing its shear strength and bearing capacity while reducing long term deformation. The main aim of this project is to achieve technological advancement in sustainable and cost effective PVD-vacuum systems by minimising the time to achieve the desired degree of consolidation, thereby controlling post construction settlement and lateral movement. Extensive laboratory and field studies supported by numerical modelling aim to result in new industry guides and standards.Read moreRead less
Concrete Enriched with Carbon Nanotubes for Advanced Future Construction. This project aims to develop an advanced construction material based on enrichment of concrete with carbon nanotubes (CNT). Concrete, the most consumed construction material globally, is brittle and needs embedded steel reinforcement. Concrete enriched with CNT, one of the strongest known fibres, may partially replace conventional bulky and heavier steel reinforcement thereby creating economies (e.g. thinner section sizes) ....Concrete Enriched with Carbon Nanotubes for Advanced Future Construction. This project aims to develop an advanced construction material based on enrichment of concrete with carbon nanotubes (CNT). Concrete, the most consumed construction material globally, is brittle and needs embedded steel reinforcement. Concrete enriched with CNT, one of the strongest known fibres, may partially replace conventional bulky and heavier steel reinforcement thereby creating economies (e.g. thinner section sizes), and reduced carbon dioxide emissions by expending less steel and cement for construction. This project extends earlier research by the research team and aims to transform cement-CNT pastes into construction-scale concrete by resolving uncertainties associated with scaling.Read moreRead less