Developing innovative concrete composites by upscaling material properties. This project aims to develop an upscaling process to correlate micro-nano properties of engineering materials to their comprehensive physicochemical properties based on systematic mechanical and statistical analysis approaches and nanoindentation technology. The process will enable assessing material mechanical and viscoelastic properties at a microscale level thus will generate a new knowledge in structural engineering ....Developing innovative concrete composites by upscaling material properties. This project aims to develop an upscaling process to correlate micro-nano properties of engineering materials to their comprehensive physicochemical properties based on systematic mechanical and statistical analysis approaches and nanoindentation technology. The process will enable assessing material mechanical and viscoelastic properties at a microscale level thus will generate a new knowledge in structural engineering discipline including health monitoring, assessment of existing structures, historical buildings, and strengthening and repairing materials in structures. The outcomes are a multiscale link model for upscaling material properties and a development of innovative reinforced concrete composites which are cost-effective and efficient.Read moreRead less
Development of Novel Metaconcrete to Resist Impulsive Loads. This project aims to develop innovative metaconcrete for structural protection by utilising the concept of phononic crystals and metamaterials which has been recently developed by physicists. Traditional construction materials are used in new structural forms to mitigate dynamic loading effects by exploiting the unique characteristics of the proposed metaconcrete. Theoretical, numerical and experimental methods will be used to derive t ....Development of Novel Metaconcrete to Resist Impulsive Loads. This project aims to develop innovative metaconcrete for structural protection by utilising the concept of phononic crystals and metamaterials which has been recently developed by physicists. Traditional construction materials are used in new structural forms to mitigate dynamic loading effects by exploiting the unique characteristics of the proposed metaconcrete. Theoretical, numerical and experimental methods will be used to derive the best performing metaconcrete and verify its static and dynamic load resistant capacities. The expected outcomes of the project will lead to innovative extreme-loading resistant designs and provide significant benefit to the Australian construction industry, general public and economy.Read moreRead less
A 21st century laboratory testing device for geotechnical engineering. This project aims to use advanced image analysis and cloud computing technologies to replace manual, time-consuming and subjective geotechnical engineering practices with a rapid, automated, and more rational approach. A new geo-materials testing system based on the existing triaxial apparatus will be developed that employs three-dimensional image capture hardware and advanced image analysis techniques. The data measured over ....A 21st century laboratory testing device for geotechnical engineering. This project aims to use advanced image analysis and cloud computing technologies to replace manual, time-consuming and subjective geotechnical engineering practices with a rapid, automated, and more rational approach. A new geo-materials testing system based on the existing triaxial apparatus will be developed that employs three-dimensional image capture hardware and advanced image analysis techniques. The data measured over the entire sample surface will feed into an automated, intelligent parameter selection procedure combining finite element analysis with numerical optimisation techniques. Application of the proposal’s findings will allow more accurate and efficient engineering design of transport and energy infrastructure that supports modern economies.Read moreRead less
Development of design and analysis methods for blast-resistant window structures. More than 80 per cent of casualties in explosion events are caused by glass shards from fractured windows. This project aims to develop design guidelines for blast-resistant windows, develop numerical methods to predict window failure and fragmentation, and investigate the effectiveness of various window-strengthening measures for life and property protection.
Linkage Infrastructure, Equipment And Facilities - Grant ID: LE150100130
Funder
Australian Research Council
Funding Amount
$320,000.00
Summary
An earthquake shaking table to investigate soil-structure interactions. An earthquake shaking table to investigate soil-structure interactions: This project aims to develop Australia's most advanced earthquake shaking table. Earthquakes are a problem of great significance to Australia. Infrastructure in civil, transport, mining and energy sectors may be at an unacceptable risk of damage under earthquake loading as current design practices do not account for the interaction between infrastructure ....An earthquake shaking table to investigate soil-structure interactions. An earthquake shaking table to investigate soil-structure interactions: This project aims to develop Australia's most advanced earthquake shaking table. Earthquakes are a problem of great significance to Australia. Infrastructure in civil, transport, mining and energy sectors may be at an unacceptable risk of damage under earthquake loading as current design practices do not account for the interaction between infrastructure and the ground under such loading. The shaking table will simulate earthquakes and enable controlled testing of three-tonne models of foundation and soil-structure interaction systems typical of Australia's infrastructure. The discoveries made are expected to be integral to the modernisation of Australia's seismic design standards so that earthquake-induced damage and risk exposure can be minimised.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE160101116
Funder
Australian Research Council
Funding Amount
$300,000.00
Summary
Development of sandwich structures to mitigate blast and impact loading. Innovative sandwich structures with Prismatic Hexagonal-like form and polymeric foam material are proposed in this project and should lead to better designs for structure and personnel protection. Critical civil infrastructure such as government buildings might be subjected to severe blast/impact loads during their lifetime, which may lead to catastrophic consequences. Therefore, protective techniques are desired to increas ....Development of sandwich structures to mitigate blast and impact loading. Innovative sandwich structures with Prismatic Hexagonal-like form and polymeric foam material are proposed in this project and should lead to better designs for structure and personnel protection. Critical civil infrastructure such as government buildings might be subjected to severe blast/impact loads during their lifetime, which may lead to catastrophic consequences. Therefore, protective techniques are desired to increase the resistance capacity of critical structures against blast/impact loads. The expected outcome is to develop an innovative sandwich structure with new structural forms to mitigate blast/impact loads for better structure and personnel protections.Read moreRead less
Study of Blast Resistance Capacity of Basalt Fibre Strengthened Structures. This project plans to investigate the dynamic response of basalt fibre reinforced polymer (BFRP) reinforced structures against blast loading. Critical infrastructures such as embassy buildings, high-rise building, bridges and defence facilities are intensively targeted by increasing terrorist activities or accidental explosions. BFRP is a promising material for such structures because it is cheaper than carbon fibre and ....Study of Blast Resistance Capacity of Basalt Fibre Strengthened Structures. This project plans to investigate the dynamic response of basalt fibre reinforced polymer (BFRP) reinforced structures against blast loading. Critical infrastructures such as embassy buildings, high-rise building, bridges and defence facilities are intensively targeted by increasing terrorist activities or accidental explosions. BFRP is a promising material for such structures because it is cheaper than carbon fibre and has better physico-mechanical properties than glass fibre. However, there has been very limited study of the effectiveness of BFRP strengthening on structure blast-loading resistant capacities. This project aims to perform numerical and experimental studies to support the development of BFRP applications in strengthening structures against blast loads.Read moreRead less
Measuring and modelling the mechanical response of soils incorporating recycled tyres. Civil engineers use backfill to refill excavated areas around new structures. They have found recently that rubber chips and shredded rubber make excellent backfill when combined with a small percentage of cement to make ‘rubber soil’. The widespread use of rubber soil therefore offers a tremendous opportunity to make use of a serious waste product to achieve important engineering outcomes. However, too little ....Measuring and modelling the mechanical response of soils incorporating recycled tyres. Civil engineers use backfill to refill excavated areas around new structures. They have found recently that rubber chips and shredded rubber make excellent backfill when combined with a small percentage of cement to make ‘rubber soil’. The widespread use of rubber soil therefore offers a tremendous opportunity to make use of a serious waste product to achieve important engineering outcomes. However, too little is known about the technology. This project will model the behaviour of rubber soil in order to introduce it as an environmentally sustainable, cost-effective and technically sound choice of geomaterial for both standard and non-standard geotechnical structures.Read moreRead less
Forensic management approach to rework mitigation and prevention in construction. Rework is the unnecessary effort of re-doing a process or activity. The direct costs of rework in construction have been reported to be as high as 25% of project costs. These rework costs would be higher if they included the intangible, but real costs of disruption caused by schedule delays, litigation, and dysfunctional contract relationships. To reduce rework in construction projects a forensic project managem ....Forensic management approach to rework mitigation and prevention in construction. Rework is the unnecessary effort of re-doing a process or activity. The direct costs of rework in construction have been reported to be as high as 25% of project costs. These rework costs would be higher if they included the intangible, but real costs of disruption caused by schedule delays, litigation, and dysfunctional contract relationships. To reduce rework in construction projects a forensic project management model that can be used to stimulate learning and process improvement will be developed, evaluated and validated. This will enable the design of strategies to reduce rework and improve the overall performance of projects.Read moreRead less
Numerical and experimental study of pounding damage of adjacent bridge structures to spatially varying earthquake ground motions. Bridge damage in an earthquake prevents rescue personnel and equipment from quick access to the affected area. Repairing or replacing a damaged bridge and the increased commuting time after the earthquake may have a significant impact on the economy and life of the general public. This project will develop techniques for earthquake-resistant bridge design.