Limit and shakedown analyses allowing for limited ductility. The integrity assessment of structures by direct methods, founded on limit and shakedown concepts, provides vital information about their failure loads. This project aims at overcoming a severe shortcoming of such approaches by incorporating the effects of limited ductility into the analyses. Novel formulations and efficient algorithms will be developed. These tools will be used to provide a better understanding of the implications of ....Limit and shakedown analyses allowing for limited ductility. The integrity assessment of structures by direct methods, founded on limit and shakedown concepts, provides vital information about their failure loads. This project aims at overcoming a severe shortcoming of such approaches by incorporating the effects of limited ductility into the analyses. Novel formulations and efficient algorithms will be developed. These tools will be used to provide a better understanding of the implications of limited ductility, vital to a proper safety assessment of limited ductility structures under complex loadings. Such a capability is important in infrastructure design as well as in such strategic areas as the aeronautical technologies.Read moreRead less
Thin-walled Structures Subjected to Impact and Blast Loading. Terrorist attacks have cost Australians much human grief and billions of dollars. Containing the consequences of a blast or impact is crucial to survival and restricting damage to critical civilian/defence infrastructure. Thin-walled structures are used extensively in such infrastructure. There is a lack of knowledge about their behaviour when subjected to impulse and blast loads. The investigators will establish the most economical m ....Thin-walled Structures Subjected to Impact and Blast Loading. Terrorist attacks have cost Australians much human grief and billions of dollars. Containing the consequences of a blast or impact is crucial to survival and restricting damage to critical civilian/defence infrastructure. Thin-walled structures are used extensively in such infrastructure. There is a lack of knowledge about their behaviour when subjected to impulse and blast loads. The investigators will establish the most economical means of designing passive blast protection into thin-walled structures and hence, Australia's critical infrastructure. This knowledge will be transferred into design standards and Australia's limited defence resources.Read moreRead less
Scaled boundary finite-element shakedown approach for the safety assessment of cracked elastoplastic structures under cyclic loading. Many structures in Australia have passed or are approaching their design life. One of the most common happening in an ageing structure is the appearance of cracks. The safety of a cracked structure is a major concern to general public and government authority if no reliable safety evaluation can be performed. In this research project, an advanced numerical tool wi ....Scaled boundary finite-element shakedown approach for the safety assessment of cracked elastoplastic structures under cyclic loading. Many structures in Australia have passed or are approaching their design life. One of the most common happening in an ageing structure is the appearance of cracks. The safety of a cracked structure is a major concern to general public and government authority if no reliable safety evaluation can be performed. In this research project, an advanced numerical tool will be developed to predict the stability of cracks and thus the safety of a cracked structure. Such a tool, which does not yet exist, will help engineers and government authorities in deciding on the necessity and type of rehabilitation, retirement or replacement of a cracked structure. Read moreRead less
Non-deterministic fracture analysis of structures by extending the scaled boundary finite-element method. A very large part of Australia's dam, bridge and building infrastructure is ageing and experiencing cracking and deteriorations in material properties caused by progressive deterioration of concrete and corrosion of steel. This research addresses the practical and challenging problems of cracked structures with uncertainties in their properties and crack sizes. The advanced numerical tool de ....Non-deterministic fracture analysis of structures by extending the scaled boundary finite-element method. A very large part of Australia's dam, bridge and building infrastructure is ageing and experiencing cracking and deteriorations in material properties caused by progressive deterioration of concrete and corrosion of steel. This research addresses the practical and challenging problems of cracked structures with uncertainties in their properties and crack sizes. The advanced numerical tool developed as an outcome of this project will enable engineers to evaluate the reliability of structures under various scenarios of cracking, variation in material properties, rehabilitation and loading. The acquired knowledge will lead to more rational decisions in safe and cost-effective management of our ageing infrastructure.Read moreRead less
Engineering models for inland atmospheric corrosion of steel infrastructure considering microbiological and environmental influences. Some 2-3% of Gross Domestic Product is estimated to be lost every year to corrosion and by measures to counteract it. Of this a significant proportion relates to steel infrastructure, which includes buildings, bridges, transmission towers, ships, offshore and coastal structures, tanks and pipelines. Better understanding and modelling of corrosion will improve our ....Engineering models for inland atmospheric corrosion of steel infrastructure considering microbiological and environmental influences. Some 2-3% of Gross Domestic Product is estimated to be lost every year to corrosion and by measures to counteract it. Of this a significant proportion relates to steel infrastructure, which includes buildings, bridges, transmission towers, ships, offshore and coastal structures, tanks and pipelines. Better understanding and modelling of corrosion will improve our capability for assessing the long-term safety and serviceability of infrastructure. It may also be useful in improving the composition of steel to resist rusting and in the formulation of protective coatings. This project will contribute to better understanding of the likely involvement of bacteria in the longer-term corrosion of steel exposed to various inland environments.Read moreRead less
Development of Robust Control Systems for Magneto-Rheological Fluid-Based Smart Structures. Possessing the ability to withstand such destructive dynamic loading as gusty winds, fierce waves, and earthquakes, the smart structures of the future will enjoy the unprecedented safety and comfort bringing to their occupants and contents. This will directly benefit Australians. The development of the smart structure technology will also give domestic consultants the ability to compete internationally ....Development of Robust Control Systems for Magneto-Rheological Fluid-Based Smart Structures. Possessing the ability to withstand such destructive dynamic loading as gusty winds, fierce waves, and earthquakes, the smart structures of the future will enjoy the unprecedented safety and comfort bringing to their occupants and contents. This will directly benefit Australians. The development of the smart structure technology will also give domestic consultants the ability to compete internationally, resulting in obvious economic dividends and advantages benefiting Australia. Moreover, a successful effort leading to a major breakthrough of the important area of seismic protection research will have a significant impact far beyond the border of this country.Read moreRead less
FRACTURE OF STEEL FIBRE-REINFORCED CONCRETE: MODES I & II. In 2000-2001 Australia spent 17.5 billon dollars on heavy engineering infrastructure development (3% of its gross domestic product). As this infrastructure ages costs of repairs and maintenance magnifies. Conventional structural concrete can significantly deteriorate with time requiring regular and often costly maintenance. This research goes to the development of a class of "super" concretes with very high strengths and with excellent d ....FRACTURE OF STEEL FIBRE-REINFORCED CONCRETE: MODES I & II. In 2000-2001 Australia spent 17.5 billon dollars on heavy engineering infrastructure development (3% of its gross domestic product). As this infrastructure ages costs of repairs and maintenance magnifies. Conventional structural concrete can significantly deteriorate with time requiring regular and often costly maintenance. This research goes to the development of a class of "super" concretes with very high strengths and with excellent durability properties. With improved understanding of fracture and fracture processes with these materials, new models can be developed to represent the behaviour of structural elements fabricated with this "super" class of concretes and speed their implementation into Australian construction practice.Read moreRead less
DEBONDING FAILURE IN CFRP STRENGTHENED CONCRETE STRUCTURES. In 1999-2000 Australia spent $19 billion on civil engineering infrastructure renewal (3% of the country's GDP). The repair of damaged structures and strengthening of existing structures has become a research priority to maximise the life of aging infrastructure. A method that shows particular promise is the use of CFRP technology to retrofit structures. The repair technology, however, requires development and questions remain as to bond ....DEBONDING FAILURE IN CFRP STRENGTHENED CONCRETE STRUCTURES. In 1999-2000 Australia spent $19 billion on civil engineering infrastructure renewal (3% of the country's GDP). The repair of damaged structures and strengthening of existing structures has become a research priority to maximise the life of aging infrastructure. A method that shows particular promise is the use of CFRP technology to retrofit structures. The repair technology, however, requires development and questions remain as to bonding mechanics and debonding strength of the repair material from the structure. This research will provide high quality experimental data and will develop a rational analytical model for debonding between CFRP plates from the parent concrete.Read moreRead less
Multi-Scale Model-Based Simulation of Glass Fragmentation under Blast Loading. It is estimated that most injuries from bomb blasts can be attributed to airborne sharp glass fragments. The proposed project will help us gain better understanding of glass failure mechanism under impact/blast loading. The results from the proposed project are expected to help in developing more effective blast-resistant transparency, ensuring the reliability and quality of buildings and facilities, mitigating injury ....Multi-Scale Model-Based Simulation of Glass Fragmentation under Blast Loading. It is estimated that most injuries from bomb blasts can be attributed to airborne sharp glass fragments. The proposed project will help us gain better understanding of glass failure mechanism under impact/blast loading. The results from the proposed project are expected to help in developing more effective blast-resistant transparency, ensuring the reliability and quality of buildings and facilities, mitigating injury or death due to flying glass fragments, and eventually enhancing public safety and security.Read moreRead less
Retrofit of Reinforced Concrete Beam-Column Connections with Fibre Reinforced Polymer (FRP) Composites. Effective retrofitting of structurally deficient reinforced concrete structures with fibre reinforced polymers (FRPs) will improve the safety of Australian infrastructure resulting in both social and economic benefits. Avoidance of structure collapse by retrofitting will provide obvious social benefits and minimisation of infrastructure damage will provide economic benefits to both the public ....Retrofit of Reinforced Concrete Beam-Column Connections with Fibre Reinforced Polymer (FRP) Composites. Effective retrofitting of structurally deficient reinforced concrete structures with fibre reinforced polymers (FRPs) will improve the safety of Australian infrastructure resulting in both social and economic benefits. Avoidance of structure collapse by retrofitting will provide obvious social benefits and minimisation of infrastructure damage will provide economic benefits to both the public and private sector. Engineering confidence in designing FRP retrofitting measures will also be enhanced. Local engineering expert knowledge in retrofitting will be a valuable technology to export to our seismically vulnerable international neighbours thus creating revenue and establishing Australia as a world leader in the retrofitting field.Read moreRead less