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Industrial Transformation Research Hubs - Grant ID: IH150100006
Funder
Australian Research Council
Funding Amount
$5,000,000.00
Summary
ARC Research Hub for Nanoscience-based Construction Material Manufacturing. ARC Research Hub for Nanoscience-based Construction Material Manufacturing. This research hub aims to develop novel construction materials including binders, cement additives, high-performance concrete materials, concrete structural systems, polymer composites, and pavement materials. The multi-disciplinary hub provides a centralised platform to transform the construction materials industry into an advanced manufacturing ....ARC Research Hub for Nanoscience-based Construction Material Manufacturing. ARC Research Hub for Nanoscience-based Construction Material Manufacturing. This research hub aims to develop novel construction materials including binders, cement additives, high-performance concrete materials, concrete structural systems, polymer composites, and pavement materials. The multi-disciplinary hub provides a centralised platform to transform the construction materials industry into an advanced manufacturing sector delivering sustainable and resilient infrastructure assets. The hub intends to develop nanotechnology, cement chemistry, concrete technology and extreme engineering solutions; and to train the next generation of skilled workers, re-positioning Australian industry competitiveness and global market leadership to capture international infrastructure development opportunities.Read moreRead less
Early-age cracking in concrete structures: mechanisms and control. This project aims to generate a comprehensive set of reliable data to examine all key factors governing the risk of early-age cracking in concrete structures, including a novel concept concerning zero-stress temperature. Expected outcomes include improved models for fundamental concrete properties from very early ages and tensile stresses due to restrained deformation accumulated from early stage, as well as guidelines for effect ....Early-age cracking in concrete structures: mechanisms and control. This project aims to generate a comprehensive set of reliable data to examine all key factors governing the risk of early-age cracking in concrete structures, including a novel concept concerning zero-stress temperature. Expected outcomes include improved models for fundamental concrete properties from very early ages and tensile stresses due to restrained deformation accumulated from early stage, as well as guidelines for effective crack control in concrete structures. It is expected these guidelines will enable significant cost savings and a more sustainable construction industry.Read moreRead less
Coupled effects of stress and temperature changes on concrete structures. The coupled effects of stress and temperature changes that concrete structures are commonly subject to are significant and need to be properly accounted for. However, existing engineering models accounting for these effects remain essentially empirical, necessarily limiting their predictive capability. This research aims to examine such coupled effects using an innovative approach combining original physical-based analytic ....Coupled effects of stress and temperature changes on concrete structures. The coupled effects of stress and temperature changes that concrete structures are commonly subject to are significant and need to be properly accounted for. However, existing engineering models accounting for these effects remain essentially empirical, necessarily limiting their predictive capability. This research aims to examine such coupled effects using an innovative approach combining original physical-based analytical study with novel tests and advanced numerical work. Expected outcomes include a robust yet simple engineering model, and guidelines for rational design of structures (incl. concrete spalling in fire) with due account for such coupled effects, thereby enabling to achieve more robust structures at substantial cost saving.Read moreRead less
Fire performance of concrete using novel fire testing. Thermal loading experienced by concrete samples in conventional tests cannot be accurately and independently controlled. This project, through using a novel thermal loading technique, aims to re-examine the performance of concrete in fire. By establishing the heat-flux as a parameter of study, concrete performance under a wide range of fire conditions is expected to be better quantified, eventually leading to a reliable performance-based des ....Fire performance of concrete using novel fire testing. Thermal loading experienced by concrete samples in conventional tests cannot be accurately and independently controlled. This project, through using a novel thermal loading technique, aims to re-examine the performance of concrete in fire. By establishing the heat-flux as a parameter of study, concrete performance under a wide range of fire conditions is expected to be better quantified, eventually leading to a reliable performance-based design of concrete structures. Expected outcomes include improved understanding of concrete performance under combined fire and other loadings, appropriate mathematical models for fundamental concrete properties and constitutive relations, and design recommendations for concrete performance under real fire exposures.Read moreRead less
Linkage Infrastructure, Equipment And Facilities - Grant ID: LE110100052
Funder
Australian Research Council
Funding Amount
$870,000.00
Summary
Hybrid testing facility for structures under extreme loads. This unique testing facility will provide a regional and national focus for large three dimensional static and dynamic testing of components, systems and infrastructure used in civil engineering, mining and railways as well as in the aerospace and automotive industries.