The response of beams subjected to axial load and lateral soil movements. Beams (piles, soil nails, and pipelines) are not only subjected to axial (vertical, axial and longitudinal)loading, but often withstand simultaneous lateral loading, due to either explicit structural loads, or due to loads induced by movement of the soils in which they are founded. Bridge piles adjacent to an approach embankment are one example. This project will provide experimental evidence to assist with the estimation ....The response of beams subjected to axial load and lateral soil movements. Beams (piles, soil nails, and pipelines) are not only subjected to axial (vertical, axial and longitudinal)loading, but often withstand simultaneous lateral loading, due to either explicit structural loads, or due to loads induced by movement of the soils in which they are founded. Bridge piles adjacent to an approach embankment are one example. This project will provide experimental evidence to assist with the estimation of capacity, axial and shear resistance, the validation of unified solutions for beams subjected to simultaneous lateral soil movements and axial loads. Such experimental evidence and analytical solutions are not currently available. The evidence will also assist with solving a contradictory, existing design principle, which will lead to an economic and efficient design approach.Read moreRead less
Numerical Modelling of Strain Localization in Reinforced Concrete and Its Application to Prediction of Crack Spacing and Crack Width. Cracking of concrete has a major influence on structural performance. Prediction of crack spacing and crack widths is essential for serviceability considerations of reinforced concrete. The available formulas to evaluate crack widths are approximate and give a wide scatter of predicted values. The project aims to provide a new numerical methodology that will (fina ....Numerical Modelling of Strain Localization in Reinforced Concrete and Its Application to Prediction of Crack Spacing and Crack Width. Cracking of concrete has a major influence on structural performance. Prediction of crack spacing and crack widths is essential for serviceability considerations of reinforced concrete. The available formulas to evaluate crack widths are approximate and give a wide scatter of predicted values. The project aims to provide a new numerical methodology that will (finally) predict crack spacing correctly. The expected outcomes include a numerical analysis model and a set of algorithms to predict crack widths. This will markedly improve the understanding of the mechanism of crack spacing and provide a better prediction of crack spacing and crack widths.Read moreRead less
Rigorous Three Dimensional Plasticity Solutions for Soil and Rock Slopes. Slope failures and landslides are a persistent cause of economic loss in Australia. Damages resulting from landslides include both property damage and loss of life. One such recent catastrophic slope failure is the landslide that occurred at Thredbo Village in New South Wales in 1997. This monumental landslide resulted in the deaths of 18 people and was considered by the coroner as the worst natural disaster in Australian ....Rigorous Three Dimensional Plasticity Solutions for Soil and Rock Slopes. Slope failures and landslides are a persistent cause of economic loss in Australia. Damages resulting from landslides include both property damage and loss of life. One such recent catastrophic slope failure is the landslide that occurred at Thredbo Village in New South Wales in 1997. This monumental landslide resulted in the deaths of 18 people and was considered by the coroner as the worst natural disaster in Australian history. The primary aim of this research project is to apply recently developed computational tools to better understand 3D slope behaviour and to develop rigorous stability solutions that can be used by design engineers. A better understanding of 3D slope failure will lead to more economic and safer slope designs.Read moreRead less
Proactive detection of motor vehicle crash black spots based on their underlying behavioural, engineering, and spatially related causes. Road traffic crashes are responsible for about 1400 fatalities and 32,500 injuries on Australian roadways each year. A significant research opportunity exists to fundamentally rethink how the profession quantitatively identifies black spots on the transport network. The first project aim is to develop, test, and validate an evidence based methodology to proacti ....Proactive detection of motor vehicle crash black spots based on their underlying behavioural, engineering, and spatially related causes. Road traffic crashes are responsible for about 1400 fatalities and 32,500 injuries on Australian roadways each year. A significant research opportunity exists to fundamentally rethink how the profession quantitatively identifies black spots on the transport network. The first project aim is to develop, test, and validate an evidence based methodology to proactively detect motor vehicle crash black spots. The second aim is decompose (statistically) observed crashes at a site into their engineering, behavioural, and unobserved spatial components. The new methods combined will lead to fundamentally novel insights and knowledge regarding transport network safety management, in turn leading to reductions in the Australian road toll.Read moreRead less
Progressive collapse resistance of concrete flat plate structures. This project aims to systematically and thoroughly investigate the progressive collapse mechanisms and resistance capacity of concrete flat plate structures. They represent one of the most common construction systems used worldwide in modern days, yet their progressive collapse mechanisms require attention and limited collapse prevention design guidelines are available. The outcomes are expected to broaden and deepen the existing ....Progressive collapse resistance of concrete flat plate structures. This project aims to systematically and thoroughly investigate the progressive collapse mechanisms and resistance capacity of concrete flat plate structures. They represent one of the most common construction systems used worldwide in modern days, yet their progressive collapse mechanisms require attention and limited collapse prevention design guidelines are available. The outcomes are expected to broaden and deepen the existing theoretical framework and knowledge base, prevent injury and loss of life in both new and existing buildings. This is expected ultimately to contribute to the establishment of a set of collapse-resistant design guidelines for further development of relevant Australian and international standards.Read moreRead less
Developing a smart repair technique towards buckling capacity enhancement for imperfect thin-walled structures. This project will contribute significantly to preventing thin-walled structural members with initial defects from abrupt or progressive buckling failure. The advanced technique developed will offer substantial national benefits, such as improved structural reliability and safety, enhanced structural performance and reduced costs in civil engineering.
Mitigating the Severity of Level Crossing Accidents and Derailments. Ongoing increases in the number of level crossings and heavy road vehicles cause more frequent and severe level crossing accidents and derailments. Despite the use of active warning systems, each year, on average, 100 level crossing accidents occur in Australia. With a view to mitigating these crashes, this research aims to formulate theories for reduction in crash energy and effective wheel constraints to prevent derailment by ....Mitigating the Severity of Level Crossing Accidents and Derailments. Ongoing increases in the number of level crossings and heavy road vehicles cause more frequent and severe level crossing accidents and derailments. Despite the use of active warning systems, each year, on average, 100 level crossing accidents occur in Australia. With a view to mitigating these crashes, this research aims to formulate theories for reduction in crash energy and effective wheel constraints to prevent derailment by modifying the levels of road and rail crossings and providing guard rails in the recesses of these modified level crossings. The theories are intended be developed using nonlinear dynamic computational methods and laboratory experiments. The outcomes are expected to enable reduction in the severity of level crossing accidents and hence save lives and costs of derailment.Read moreRead less
Microbiological and abiotic marine corrosion of steel in particulate media. This project aims to study the complex interfacial physicochemical interaction between structural steel and inert particles in marine environments, including microbial growth influences. It will use field-testing and electrochemical laboratory experiments to understand the short- and long-term corrosion processes. It will develop mathematical models to predict likely corrosion loss and pitting, based on physicochemical c ....Microbiological and abiotic marine corrosion of steel in particulate media. This project aims to study the complex interfacial physicochemical interaction between structural steel and inert particles in marine environments, including microbial growth influences. It will use field-testing and electrochemical laboratory experiments to understand the short- and long-term corrosion processes. It will develop mathematical models to predict likely corrosion loss and pitting, based on physicochemical corrosion principles. Industry increasingly needs such models to manage major infrastructure not protected against corrosion, including offshore energy systems, coastal structures and buried pipelines. These outcomes are expected to benefit Australian engineering consultants in the offshore energy industry, with potential for large foreign exchange earnings.Read moreRead less
Floating Forest – a breakwater for protecting the Australian coastline. This project aims to develop structural, materials and foundation solutions for a large floating forest that will act as a mega breakwater and windbreaker to protect the Australian coastline from strong waves and winds caused by climate change. This requires the evaluation of structural and environmental loads, concepts and optimal structural solutions, design, materials and foundation. The newly developed floating structure ....Floating Forest – a breakwater for protecting the Australian coastline. This project aims to develop structural, materials and foundation solutions for a large floating forest that will act as a mega breakwater and windbreaker to protect the Australian coastline from strong waves and winds caused by climate change. This requires the evaluation of structural and environmental loads, concepts and optimal structural solutions, design, materials and foundation. The newly developed floating structure will lead to future construction applications on the Australian harsh sea conditions that call for stringent requirements on infrastructures.Read moreRead less
Buckling of Functionally Graded Multilayer Graphene Nanocomposites. This project aims to contribute to the development of novel lightweight structural members made of graphene nanocomposites with greatly enhanced resistance to abrupt or progressive buckling failure. Abrupt or progressive buckling failure under excessive compressive loads is a common and often catastrophic problem in engineering structures. The project intends to develop a functionally graded multilayer graphene nanocomposite str ....Buckling of Functionally Graded Multilayer Graphene Nanocomposites. This project aims to contribute to the development of novel lightweight structural members made of graphene nanocomposites with greatly enhanced resistance to abrupt or progressive buckling failure. Abrupt or progressive buckling failure under excessive compressive loads is a common and often catastrophic problem in engineering structures. The project intends to develop a functionally graded multilayer graphene nanocomposite structure and to conduct a combined theoretical, numerical and experimental investigation into its buckling and postbuckling behaviours, taking into account the effect of initial imperfection. The project aims to advance the knowledge base of the mechanical behaviour of lightweight nanocomposite structures with improved structural reliability.Read moreRead less