Characterisation of shear and tensile fracture of ultra-high performance fibre reinforced concrete. This project aims to investigate the shear-tension interaction performance of ultra-high performance fibre reinforced concrete (UHPFRC). In January 2014, the draft Australian Standard for the design of concrete bridges was released; this is the first standard in Australia, and one of the first in the world, to include comprehensive design procedures for steel fibre reinforced concrete (SFRC). Rule ....Characterisation of shear and tensile fracture of ultra-high performance fibre reinforced concrete. This project aims to investigate the shear-tension interaction performance of ultra-high performance fibre reinforced concrete (UHPFRC). In January 2014, the draft Australian Standard for the design of concrete bridges was released; this is the first standard in Australia, and one of the first in the world, to include comprehensive design procedures for steel fibre reinforced concrete (SFRC). Rules allow conventional, strain softening SFRC, but exclude the use of strain hardening UHPFRC because of insufficient research on core aspects of the materials when conventionally reinforced. The study expects to provide vital data engineers and Standards bodies need to adopt UHPFRC.Read moreRead less
Anchorage of reinforcement in concrete structures subjected to loading and environmental extremes. The consequences of collapse of a reinforced concrete building are severe both in terms of cost and human lives. When subjected to extreme events, such as earthquake, blast, accidental impact or other overloads, a concrete structure should deform excessively, but not collapse, i.e. it must be robust. Robustness requires that the steel reinforcement is ductile and that it is adequately anchored in t ....Anchorage of reinforcement in concrete structures subjected to loading and environmental extremes. The consequences of collapse of a reinforced concrete building are severe both in terms of cost and human lives. When subjected to extreme events, such as earthquake, blast, accidental impact or other overloads, a concrete structure should deform excessively, but not collapse, i.e. it must be robust. Robustness requires that the steel reinforcement is ductile and that it is adequately anchored in the concrete. When a collapse does occur, it is often due to inadequate anchorage of the steel bars. This project will re-assess the anchorage requirements for reinforcement in concrete structures and provide reliable guidance to the construction industry. The project will lead directly to improvements in the safety and reliability of structures.Read moreRead less
A Re-evaluation of the Safety and Reliability Indices for Reinforced Concrete Structures. The use of concrete in Australian building structures exceeds 13 million tonnes per year and its impact on the environment is considerable. With 5% of total CO2 emissions coming from cement production, one of the main components of concrete, it is imperative that Australian standards produce efficient design solutions. Preliminary modelling shows that a minimum 5% efficiency gain is possible through a re-ev ....A Re-evaluation of the Safety and Reliability Indices for Reinforced Concrete Structures. The use of concrete in Australian building structures exceeds 13 million tonnes per year and its impact on the environment is considerable. With 5% of total CO2 emissions coming from cement production, one of the main components of concrete, it is imperative that Australian standards produce efficient design solutions. Preliminary modelling shows that a minimum 5% efficiency gain is possible through a re-evaluation of reliability indices with contemporary construction practices and materials, giving an immediate 180,000 tonne per annum reduction in carbon emissions. Added to this are savings through reduced transport and reduced water, sand and aggregate consumption, the potential saving on the environment, and economy, are considerable.Read moreRead less
Modelling of Damage Progression and its Effects on the Expected Safety and Satisfactory Performance of Existing Reinforced Concrete Infrastructure. The extent of reinforcement corrosion in existing infrastructure will influence demolish/repair decisions, maintenance strategies and hence the frequency, timing, extent and required level of efficiency and effectiveness of repairs. The project will provide improved evaluation of existing structural systems by considering improved deterioration model ....Modelling of Damage Progression and its Effects on the Expected Safety and Satisfactory Performance of Existing Reinforced Concrete Infrastructure. The extent of reinforcement corrosion in existing infrastructure will influence demolish/repair decisions, maintenance strategies and hence the frequency, timing, extent and required level of efficiency and effectiveness of repairs. The project will provide improved evaluation of existing structural systems by considering improved deterioration modelling and predictions of safety and satisfactory performance. The potential economic benefits of greater precision in infrastructure replacement or repair strategies and of the risks involved are large given that the size of Australia's infrastructure stock is valued at over $400 billion and its maintenance involves considerable costs.Read moreRead less
Unified analysis of steel and composite frame structures subjected to static, thermal, earthquake and blast loading. Understanding the science of extreme loading on engineering structures is essential for their design, and increasingly with terrorism threats there is a need for assessment and strengthening of identified vulnerable critical infrastructure. Rational design paradigms have not yet matured for extreme load scenarios, and they are much-needed to protect life, limb and amenity. Austral ....Unified analysis of steel and composite frame structures subjected to static, thermal, earthquake and blast loading. Understanding the science of extreme loading on engineering structures is essential for their design, and increasingly with terrorism threats there is a need for assessment and strengthening of identified vulnerable critical infrastructure. Rational design paradigms have not yet matured for extreme load scenarios, and they are much-needed to protect life, limb and amenity. Australian research is at the forefront in steel and composite structures, and this project will strengthen Australia's positioning in the discipline by developing transparent design and assessment procedures from an efficient algorithm that delivers hands-on guidance for engineering practitioners.Read moreRead less
Strength and Ductility of Steel Fibre Reinforced HSC Columns. Research has identified two problems in the use of HSC in columns; they are early spalling of the concrete cover and ductility. Ductility is an important feature of any structural member as it guards against unforeseen overload and sudden collapse. The provision of steel fibres has the potential to alleviate, if not solve, both problems. However, little research has been undertaken on the use of steel fibres in columns and questions s ....Strength and Ductility of Steel Fibre Reinforced HSC Columns. Research has identified two problems in the use of HSC in columns; they are early spalling of the concrete cover and ductility. Ductility is an important feature of any structural member as it guards against unforeseen overload and sudden collapse. The provision of steel fibres has the potential to alleviate, if not solve, both problems. However, little research has been undertaken on the use of steel fibres in columns and questions such as the quantity of fibres needed to control cover spalling and the degree that fibre reinforcement aids ductility remain largely unexplored. These issues are addressed in this project.Read moreRead less
Remaining life estimation for existing deteriorating reinforced concrete infrastructure. Structural deterioration affects the safety and performance of infrastructure facilities and so life extension is an area of increasing economic importance. The project will provide improved techniques for making sound assessments of the remaining safe service life of existing deteriorating infrastructure such as jetties, piers, bridges, buildings, etc. The incorporation of on-site inspection and test data w ....Remaining life estimation for existing deteriorating reinforced concrete infrastructure. Structural deterioration affects the safety and performance of infrastructure facilities and so life extension is an area of increasing economic importance. The project will provide improved techniques for making sound assessments of the remaining safe service life of existing deteriorating infrastructure such as jetties, piers, bridges, buildings, etc. The incorporation of on-site inspection and test data will, in many cases, allow for the extension of safe service life beyond what was originally intended by the designers. This will provide substantial economic benefits since as much as 3% of Australia's GDP is lost due to corrosion and other forms of structural deterioration.Read moreRead less
Time-dependent in-service behaviour of composite concrete slabs with profiled steel decking. At present, the in-service behaviour of composite floor slabs is incompletely understood, and structural designers have no reliable means to assess the effects on structural behaviour of shrinkage warping, time-dependent cracking, temperature gradients and the influence of prestress on bond-slip at the concrete-deck interface. This project will, through laboratory testing and theoretical analysis, provid ....Time-dependent in-service behaviour of composite concrete slabs with profiled steel decking. At present, the in-service behaviour of composite floor slabs is incompletely understood, and structural designers have no reliable means to assess the effects on structural behaviour of shrinkage warping, time-dependent cracking, temperature gradients and the influence of prestress on bond-slip at the concrete-deck interface. This project will, through laboratory testing and theoretical analysis, provide the necessary data to develop and calibrate models to simulate structural behaviour and provide rational guidance for design engineers. The project will result in more serviceable and more economical composite floor slabs in Australian buildings, thereby reducing the costs of construction, maintenance and repair.Read moreRead less
Bridge Health Monitoring using an Intelligent System based on Bragg Grating Fibre Optic Sensors. Use of Fibre Optic Sensors for monitoring bridges is an imerging technology. Recent advances in Bragg grating fibre optic sensors make it possible to monitor structural behaviour of over a period of long time. This technology is further being developed by the University of New South Wales. In conjunction with Roads and Traffic Authorities, these sensors will be further developed and used in major bri ....Bridge Health Monitoring using an Intelligent System based on Bragg Grating Fibre Optic Sensors. Use of Fibre Optic Sensors for monitoring bridges is an imerging technology. Recent advances in Bragg grating fibre optic sensors make it possible to monitor structural behaviour of over a period of long time. This technology is further being developed by the University of New South Wales. In conjunction with Roads and Traffic Authorities, these sensors will be further developed and used in major bridges for both remote and contact monitoring techniques. In this project an Intelligent Bridge Monitoring Remote System will be developed an implemented.Read moreRead less
Advanced analysis, behaviour and design of steel and steel-concrete composite engineering structures subjected to elevated temperatures. This Fellowship aims to develop a consistent advanced nonlinear method for the analysis and behaviour of steel and composite building frames that are subjected to elevated temperatures. There is widespread feeling amongst practitioners that, in the absence of reliable techniques for verifying this behaviour, the regulatory need for fire protection of steel is ....Advanced analysis, behaviour and design of steel and steel-concrete composite engineering structures subjected to elevated temperatures. This Fellowship aims to develop a consistent advanced nonlinear method for the analysis and behaviour of steel and composite building frames that are subjected to elevated temperatures. There is widespread feeling amongst practitioners that, in the absence of reliable techniques for verifying this behaviour, the regulatory need for fire protection of steel is excessive, and the high expense involved in providing this protection is leading structural steel being rejected in engineering design. This growing trend is leading to a potential downturn in structural steel production, which has serious economic and social ramifications on Australian communities whose fabric is centred on this activity.Read moreRead less