Linkage Infrastructure, Equipment And Facilities - Grant ID: LE130100133
Funder
Australian Research Council
Funding Amount
$400,000.00
Summary
National Facility for Physical Blast Simulation (NFPBS). Recent terrorist attacks employing large quantities of high explosives have prompted the international demand for experimental investigation of civil infrastructure response to shock wave loadings. The National Facility for Physical Blast Simulation (NFPBS) is one of only a few in the world that are suitable for conducting experimental research via a physically generated blast approach.
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
Thermal Upheaval Buckling of Functionally Graded Pavement Slabs. Upheaval buckling or blowup of concrete pavements due to high environment temperature is a serious problem in transportation infrastructure which quite often leads to road failure or even traffic hazards. The proposed project presents a combined theoretical, numerical and experimental investigation on the effective enhancement of thermal buckling capacity of pavement slabs with or without initial imperfection by using light and gre ....Thermal Upheaval Buckling of Functionally Graded Pavement Slabs. Upheaval buckling or blowup of concrete pavements due to high environment temperature is a serious problem in transportation infrastructure which quite often leads to road failure or even traffic hazards. The proposed project presents a combined theoretical, numerical and experimental investigation on the effective enhancement of thermal buckling capacity of pavement slabs with or without initial imperfection by using light and green functionally graded concrete materials with reduced usage of plain Portland cements for less carbon dioxide emissions. The research outcomes will contribute significantly to the society by offering a novel environmental friendly pavement solution with greatly improved road safety.Read moreRead less
Improved Management of Australian Port Infrastructure by Development of Predictive Ageing Simulation. Exposure of built infrastructure to corrosive marine conditions causes deterioration and reduced service life. Asset managers lack predictive models of in-service durability. Using data gathered from Australian ports, life-cycle predictions will be developed, simulating durability and incorporating geographical location, structure type, composition, and levels of maintenance. The modelling has ....Improved Management of Australian Port Infrastructure by Development of Predictive Ageing Simulation. Exposure of built infrastructure to corrosive marine conditions causes deterioration and reduced service life. Asset managers lack predictive models of in-service durability. Using data gathered from Australian ports, life-cycle predictions will be developed, simulating durability and incorporating geographical location, structure type, composition, and levels of maintenance. The modelling has not been undertaken on Australian port assets, whereas international models reflect very different infrastructure and exposures and are based on simpler 2D conditions that do not simulate actual deterioration. The three-dimensional (3D) modelling and graphics will be unique worldwide, providing decision support for construction and maintenance.Read moreRead less
Unsaturated Soil Dynamics. The main aim of this ambitious project is to address a highly significant and timely class of problems in civil engineering, and in particular in soil mechanics. The outcomes are expected to result in improvements in the design and construction of civil infrastructure. The problems considered are routinely confronted in daily engineering practice whenever a construction site contains weak soil and the ground requires improvement before construction. This project is exp ....Unsaturated Soil Dynamics. The main aim of this ambitious project is to address a highly significant and timely class of problems in civil engineering, and in particular in soil mechanics. The outcomes are expected to result in improvements in the design and construction of civil infrastructure. The problems considered are routinely confronted in daily engineering practice whenever a construction site contains weak soil and the ground requires improvement before construction. This project is expected to provide a comprehensive understanding of soil behaviour in this class of problems, leading to robust techniques and advanced computational tools for more cost-effective and safer engineering designs.Read moreRead less