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
Analysis and design of midrise built-up cold-formed steel structures. The project will develop an analytical and computational basis for designing midrise buildings in cold-formed steel. It will enable solutions with high column capacities and high lateral load resistance to be realised by using built-up sections, thus overcoming the current barrier to constructing buildings up to 10 storeys from cold-formed steel and enabling green, fully recyclable and rapidly constructed buildings to be achie ....Analysis and design of midrise built-up cold-formed steel structures. The project will develop an analytical and computational basis for designing midrise buildings in cold-formed steel. It will enable solutions with high column capacities and high lateral load resistance to be realised by using built-up sections, thus overcoming the current barrier to constructing buildings up to 10 storeys from cold-formed steel and enabling green, fully recyclable and rapidly constructed buildings to be achieved. Experimental, analytical and computational studies will be undertaken and synthesised into efficient design guidelines for practising engineers, including structural reliability analyses at system level of midrise buildings featuring innovative built-up multi-section columns and integrated shear panels.Read moreRead less
New Systems for High Rise Steel Structures in Rising Factory Construction. This project will develop new and innovative ways of constructing steel structures using the rising factory concept. The rising factory is a 10 storey enclosure where the final high-rise building is safely constructed within a watertight envelope which rises as the building progresses. The project will perform the necessary research to make possible high-rise steel structural systems consisting of hot-rolled (heavy gauge ....New Systems for High Rise Steel Structures in Rising Factory Construction. This project will develop new and innovative ways of constructing steel structures using the rising factory concept. The rising factory is a 10 storey enclosure where the final high-rise building is safely constructed within a watertight envelope which rises as the building progresses. The project will perform the necessary research to make possible high-rise steel structural systems consisting of hot-rolled (heavy gauge) and cold-formed (light gauge) steel structural members and connections which can be used in the rising factory. The main benefits of the rising factory are the waterproof construction environment and the substantially increased safety as a result of no external cranes.
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Time Dependent Behaviour of Fibre Reinforced Concrete Structures. . The project aims to quantify the initial and long-term cracking and deformation of fibre reinforced concrete structures such as tunnel linings and slabs under sustained in-service loads and conditions. Concrete structures with and without conventional steel reinforcement and containing either steel or polypropylene fibres mixed in the concrete will be tested experimentally and modelled analytically and numerically. Expected outc ....Time Dependent Behaviour of Fibre Reinforced Concrete Structures. . The project aims to quantify the initial and long-term cracking and deformation of fibre reinforced concrete structures such as tunnel linings and slabs under sustained in-service loads and conditions. Concrete structures with and without conventional steel reinforcement and containing either steel or polypropylene fibres mixed in the concrete will be tested experimentally and modelled analytically and numerically. Expected outcomes are benchmark experimental data on structural behaviour under sustained loads, development of reliable simulation models and robust design procedures for the control of time-dependent cracking and deformation in fibre reinforced concrete, with reduced maintenance costs and more sustainable concrete structures.Read moreRead less
Gas Explosion Resistance of Non-Cement Based High Performance Concrete. This project aims to study gas explosion resistance of non-cement-based ultra-high performance concrete after fire hazards. Fuel gases such as natural gas and hydrogen are becoming increasingly more popular in Australia. Due to their wide flammability range, there is considerable concern about the potential fire and explosion hazard. Until now, there is limited knowledge on this topic and conventional concrete has been prove ....Gas Explosion Resistance of Non-Cement Based High Performance Concrete. This project aims to study gas explosion resistance of non-cement-based ultra-high performance concrete after fire hazards. Fuel gases such as natural gas and hydrogen are becoming increasingly more popular in Australia. Due to their wide flammability range, there is considerable concern about the potential fire and explosion hazard. Until now, there is limited knowledge on this topic and conventional concrete has been proved incapable of handling this multi-hazard scenario. The expected outcomes of this project include a detailed knowledge of multi-hazard scenario and a safety design with the non-cement-based ultra-high performance concrete. Successful delivery of this project ensures structural safety in Australia and wider community.Read moreRead less
Structural safety and reliability of unreinforced masonry shear walls. This project aims to investigate and quantify the role of spatial variability of material properties in the failure behaviour and safety of unreinforced masonry shear walls. In masonry buildings, shear walls provide the primary means for safely resisting lateral loads due to wind and earthquake. Failure of the shear walls can result in building collapse causing injuries and death and significant economy losses. Through experi ....Structural safety and reliability of unreinforced masonry shear walls. This project aims to investigate and quantify the role of spatial variability of material properties in the failure behaviour and safety of unreinforced masonry shear walls. In masonry buildings, shear walls provide the primary means for safely resisting lateral loads due to wind and earthquake. Failure of the shear walls can result in building collapse causing injuries and death and significant economy losses. Through experimental testing and numerical modelling the project will enable improved techniques for the assessment and design of masonry walls which account, for the first time, for the influence that spatial variability of material properties has in determining the failure behaviour and capacity of masonry shear walls.
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Stochastic hazard assessment of unreinforced masonry wall systems. This project aims to develop an improved understanding of the effects of wall-ties on structural behaviour and reliability of masonry wall systems. A comparison of structural reliabilities for new and existing construction will provide quantitative evidence of whether or not existing design criteria are inconsistent, too conservative in some cases, or incautious in others. The ability to more accurately evaluate the safety of exi ....Stochastic hazard assessment of unreinforced masonry wall systems. This project aims to develop an improved understanding of the effects of wall-ties on structural behaviour and reliability of masonry wall systems. A comparison of structural reliabilities for new and existing construction will provide quantitative evidence of whether or not existing design criteria are inconsistent, too conservative in some cases, or incautious in others. The ability to more accurately evaluate the safety of existing masonry structures will likely allow authorities to avoid unnecessary demolition or rehabilitation of such structures, or to correctly identify when such measures are essential. A more efficient use of structural masonry can reduce greenhouse gas emissions and enhance the sustainability of construction.Read moreRead less
Stochastic Assessment of Terrorist Blast and Fragmentation Casualty Risks. The project will develop probabilistic models to predict the likelihood and extent of casualties and other losses from terrorist car bombing threats. Car bombs comprise a large quantity of explosives, and produce primary fragments such as wheels, engine block, parts of door panels and other shrapnel that pose a serious safety hazard to people exposed in a street or other mass gatherings. An improved understanding of safet ....Stochastic Assessment of Terrorist Blast and Fragmentation Casualty Risks. The project will develop probabilistic models to predict the likelihood and extent of casualties and other losses from terrorist car bombing threats. Car bombs comprise a large quantity of explosives, and produce primary fragments such as wheels, engine block, parts of door panels and other shrapnel that pose a serious safety hazard to people exposed in a street or other mass gatherings. An improved understanding of safety risks will assist in setting safe evacuation distances. A quantitative assessment of terrorism risks will also allow the effectiveness of security measures to be assessed to provide cost-effective levels of protection that are acceptable to society.Read moreRead less
Reliability and design of 3D printed metal structures. The project will produce a design framework for additively manufactured (3D printed) metal structures. The project will develop open source algorithms for predicting (i) mechanical properties of 3D printed metals for given printing parameters and (ii) internal stresses and distortions arising from the printing process. Underpinned by experiments on structural components and structural reliability analyses, models will be calibrated for the n ....Reliability and design of 3D printed metal structures. The project will produce a design framework for additively manufactured (3D printed) metal structures. The project will develop open source algorithms for predicting (i) mechanical properties of 3D printed metals for given printing parameters and (ii) internal stresses and distortions arising from the printing process. Underpinned by experiments on structural components and structural reliability analyses, models will be calibrated for the nonlinear analysis of 3D printed structures, and a methodology will be set out for designing 3D printed metal structures with acceptably low probability of failure. The project will enable structural engineers to safely and efficiently design 3D printed metal structures and components.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE220100876
Funder
Australian Research Council
Funding Amount
$413,000.00
Summary
Smart Optimisation of Functionally Graded Porous Structures. This project aims to develop a novel smart optimisation method for shaping the porosity geometries of metal foams for design requirements. Although these functionally graded porous structures have superior engineering properties, efficient examination methods to understand the mechanical behaviour of irregular graded porosities are lacking. Expected outcomes of this project include the expansion of fundamental knowledge in porous media ....Smart Optimisation of Functionally Graded Porous Structures. This project aims to develop a novel smart optimisation method for shaping the porosity geometries of metal foams for design requirements. Although these functionally graded porous structures have superior engineering properties, efficient examination methods to understand the mechanical behaviour of irregular graded porosities are lacking. Expected outcomes of this project include the expansion of fundamental knowledge in porous media and new technologies to build stronger and lighter multifunctional structural components. The project will provide significant benefits, including enhanced manufacturing capacities of local industries to fabricate metal foam products, new job opportunities in a growing market, and less carbon emissions.Read moreRead less