Friction and contact in soil-structure-interaction. Frictional contact, which occurs at soil-structure interfaces, has a major influence on the behaviour of many civil engineering structures such as building foundations and soil anchor systems. To better understand this phenomenon, new theoretical models and solution algorithms are needed to simulate soil-structure interaction. This project aims to develop these models and algorithms. Its outcomes will lead to improved prediction methods and bet ....Friction and contact in soil-structure-interaction. Frictional contact, which occurs at soil-structure interfaces, has a major influence on the behaviour of many civil engineering structures such as building foundations and soil anchor systems. To better understand this phenomenon, new theoretical models and solution algorithms are needed to simulate soil-structure interaction. This project aims to develop these models and algorithms. Its outcomes will lead to improved prediction methods and better geotechnical design strategies.Read moreRead less
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
Laboratory and Field Testing of a Leak Detection Technique Using Fluid Transients. A major problem in fluid pipelines and pipe networks is undetected leakage. This research collaboration will develop new approaches that will enable systematic leak detection using advanced numerical modelling and inverse techniques with the ultimate goal of implementing these leak detection methods in practice. In addition to the numerical model development, an extensive series of laboratory experiments will be u ....Laboratory and Field Testing of a Leak Detection Technique Using Fluid Transients. A major problem in fluid pipelines and pipe networks is undetected leakage. This research collaboration will develop new approaches that will enable systematic leak detection using advanced numerical modelling and inverse techniques with the ultimate goal of implementing these leak detection methods in practice. In addition to the numerical model development, an extensive series of laboratory experiments will be undertaken by researchers from both universities using the laboratory facilities in Adelaide to verify and extend the new approaches. The researchers will conduct similar experiments under field conditions on much larger pipe systems in Toronto and generally in Canada.Read moreRead less
Displacement-based assessment of the seismic resistance of unreinforced masonry buildings. Earthquakes have caused over $1,000 billion of damage and more than 100,000 deaths in the last decade. This devastation occurred mainly in unreinforced brick masonry (URM) buildings which constitute the bulk of the domestic building stock in low seismicity regions, including Australia. These buildings were designed to resist forces, not the displacements, caused by earthquake ground shaking. This projec ....Displacement-based assessment of the seismic resistance of unreinforced masonry buildings. Earthquakes have caused over $1,000 billion of damage and more than 100,000 deaths in the last decade. This devastation occurred mainly in unreinforced brick masonry (URM) buildings which constitute the bulk of the domestic building stock in low seismicity regions, including Australia. These buildings were designed to resist forces, not the displacements, caused by earthquake ground shaking. This project will develop a new displacement-based method for assessing the earthquake resistance of URM buildings. Research outcomes will be in the form of improved analytical methods for the design of new buildings and the seismic assessment and retrofit of existing buildings.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
Influence of Spatial Variability on the Design and Performance of Pile Foundations. Currently, no model is available that incorporates the spatial variability of soil properties into the design and analysis of pile foundations. Furthermore, only basic rules-of-thumb are available to assist in determining the scope of appropriate site investigations for piles, and limited data are available for the LRFD of piles. The new and unique finite element model, site investigation guidelines and load re ....Influence of Spatial Variability on the Design and Performance of Pile Foundations. Currently, no model is available that incorporates the spatial variability of soil properties into the design and analysis of pile foundations. Furthermore, only basic rules-of-thumb are available to assist in determining the scope of appropriate site investigations for piles, and limited data are available for the LRFD of piles. The new and unique finite element model, site investigation guidelines and load resistance factors will reduce the over-design and uncertainty associated with pile design, which will lead to more reliable pile foundations and reduced construction cost overruns and delays. Conservatively, it is estimated that this research will result in savings in excess of $10 million per year, in Australia alone.Read moreRead less
An Integrated Bridge Monitoring System Based on the GPS and Pseudolite Technologies. Global Positioning System (GPS) technology can be used for precise deflection measurement of manmade structures such as buildings, bridges, etc. When integrated with additional signals from pseudolites (PL) that transmit GPS-like signals, changes in the height(s) of the monitored point(s) can be measured to millimetre accuracy. In collaboration with University of Nottingham researchers, a bridge structure in the ....An Integrated Bridge Monitoring System Based on the GPS and Pseudolite Technologies. Global Positioning System (GPS) technology can be used for precise deflection measurement of manmade structures such as buildings, bridges, etc. When integrated with additional signals from pseudolites (PL) that transmit GPS-like signals, changes in the height(s) of the monitored point(s) can be measured to millimetre accuracy. In collaboration with University of Nottingham researchers, a bridge structure in the U.K. will be used as a testbed, and will be the first time that PLs have been used for such an application. The expected outcomes include a suite of deformation monitoring algorithms capable of online analysis of the combined GPS-PL outputs.Read moreRead less
Application of flow-round penetrometers for characterising soft sediments. Soft sediments present unique challenges in geotechnical engineering due to their sensitivity to disturbance during sampling. Strength measurement therefore relies on field tests, and novel penetrometers that force soil to flow around the probe have the potential for significantly improved accuracy compared with conventional cone penetrometers. The project aims to establish a definitive framework for interpreting result ....Application of flow-round penetrometers for characterising soft sediments. Soft sediments present unique challenges in geotechnical engineering due to their sensitivity to disturbance during sampling. Strength measurement therefore relies on field tests, and novel penetrometers that force soil to flow around the probe have the potential for significantly improved accuracy compared with conventional cone penetrometers. The project aims to establish a definitive framework for interpreting results of field tests using flow-round penetrometers, through careful comparison of laboratory and field strength measurements. Applications of the work range from characterising deepwater sediments for offshore developments, to monitoring the strength of pastes in the mining and materials handling industries.Read moreRead less
Physical modelling of on-bottom pipelines and offshore anchoring systems. The collaborative research programme will consist of physical modelling of suction caissons, piles and pipeline sections in order to advance the geotechnical design of deepwater facilities for offshore hydrocarbon production. The collaboration will underpin new technologies, such as steel catenary risers and suction caissons for deepwater anchoring, providing benchmark data for the validation of analysis tools. Benefits al ....Physical modelling of on-bottom pipelines and offshore anchoring systems. The collaborative research programme will consist of physical modelling of suction caissons, piles and pipeline sections in order to advance the geotechnical design of deepwater facilities for offshore hydrocarbon production. The collaboration will underpin new technologies, such as steel catenary risers and suction caissons for deepwater anchoring, providing benchmark data for the validation of analysis tools. Benefits also include the exchange of recent technical advances between geotechnical centrifuge facilities in Australia, France and the UK, all of whom are active in modelling offshore foundation systems, ensuring that Australian research remains at the forefront of world best-practice.Read moreRead less
CFRP (Carbon Fibre Reinforced Polymer) Strengthening of Steel Structures. The research will produce a breakthrough in understanding the bond characteristics between CFRP and steel. It will develop strengthening techniques for steel structures. The project will contribute to improved cost effectiveness and safety of steel structures thereby contributing to the socio-economic well-being of Australia including the road, offshore, building and mining industries. It will increase the international co ....CFRP (Carbon Fibre Reinforced Polymer) Strengthening of Steel Structures. The research will produce a breakthrough in understanding the bond characteristics between CFRP and steel. It will develop strengthening techniques for steel structures. The project will contribute to improved cost effectiveness and safety of steel structures thereby contributing to the socio-economic well-being of Australia including the road, offshore, building and mining industries. It will increase the international competitiveness of the Australian steel industry and Australia's infrastructure maintenance capability. Furthermore, Australia will be better positioned for potential technology transfer to Asian countries in this technical area.Read moreRead less