Finite Strain with large rotations: A new hybrid numerical/experimental approach. Deformation up to large strains and rotations is important in rocks, metals, polymers, and biomaterials. Computational mechanics is a standard tool for modelling such deformations. However, in earth sciences, mechanical theories use small-strain formulations or large-strain approaches with classical stress rates. Classical stress rates can lead to incorrect stored energies. This project proposes to test a new large ....Finite Strain with large rotations: A new hybrid numerical/experimental approach. Deformation up to large strains and rotations is important in rocks, metals, polymers, and biomaterials. Computational mechanics is a standard tool for modelling such deformations. However, in earth sciences, mechanical theories use small-strain formulations or large-strain approaches with classical stress rates. Classical stress rates can lead to incorrect stored energies. This project proposes to test a new large-strain theory tailored to rocks experimentally, and to apply it to a pivotal geological problem: shear zone formation. The project will advance our fundamental understanding of the mechanics and energetics of rock deformation and provide a novel tool for the modelling of large deformations.Read moreRead less
Pressure waves on the mechanics of earthquakes and faulting. This project aims to decipher the physics of faulting and earthquakes from damage zones around seismogenic faults. It will examine a mechanism for instability in solids: volumetric collapse due to a dissipative pressure wave. This pressure wave may control damage-zone geometry and relate to earthquake stress and rock material properties. The project will research the instability through theoretical, laboratory and field studies. Antici ....Pressure waves on the mechanics of earthquakes and faulting. This project aims to decipher the physics of faulting and earthquakes from damage zones around seismogenic faults. It will examine a mechanism for instability in solids: volumetric collapse due to a dissipative pressure wave. This pressure wave may control damage-zone geometry and relate to earthquake stress and rock material properties. The project will research the instability through theoretical, laboratory and field studies. Anticipated outcomes include advances in earthquake and fault prediction, tools to determine the stress state and material properties of Earth’s crust, and knowledge of a class of solid instabilities.Read moreRead less
Multiscale physics theory to understand secondary migration of hydrocarbons. This project aims to derive mathematical models to reveal the geological history of how petroleum accumulates at laboratory, reservoir, and basin scales. The project will identify secondary migration trajectories of hydrocarbons from source rocks to stratigraphic traps, to optimise exploration for energy resources. By enabling multiscale analytical modelling, the new model will improve the reliability of reservoir chara ....Multiscale physics theory to understand secondary migration of hydrocarbons. This project aims to derive mathematical models to reveal the geological history of how petroleum accumulates at laboratory, reservoir, and basin scales. The project will identify secondary migration trajectories of hydrocarbons from source rocks to stratigraphic traps, to optimise exploration for energy resources. By enabling multiscale analytical modelling, the new model will improve the reliability of reservoir characterisation at the crucial initial exploitation stage, and prediction of oil-gas distribution in petroleum basin. The novel multiscale approach is expected to significantly improve exploration and exploitation and create highly skilled jobs to incorporate such modelling into the energy sector.Read moreRead less
Hybrid materials with tunable mechanical response via topological interlocking and embedded kinematic agents. The project investigates a new approach to materials design targeting the inner architecture of materials. Such materials will be multifunctional and responsive to external fields. Applications include sound- and vibration-absorbing cladding, morphing aerospace and automotive materials, and protective civil engineering structures.
Computational fracture analysis of structures and materials. This project aims to develop a computer simulation technique to address the safety of engineering structures. A novel numerical framework based on the scaled boundary finite element method will be developed to model the fracture process critical to assessing structural integrity. The expected outcomes of this project include an innovative technology for numerical simulation and improved capabilities to generate high-fidelity predictio ....Computational fracture analysis of structures and materials. This project aims to develop a computer simulation technique to address the safety of engineering structures. A novel numerical framework based on the scaled boundary finite element method will be developed to model the fracture process critical to assessing structural integrity. The expected outcomes of this project include an innovative technology for numerical simulation and improved capabilities to generate high-fidelity predictions of structural safety at minimum human efforts. The fully automatic and robust numerical tool developed in this project will help engineers and government authorities to perform safe and cost-effective design and management of engineering structures that are vital to modern economies.Read moreRead less
Progressive collapse resistance of concrete flat plate structures. This project aims to systematically and thoroughly investigate the progressive collapse mechanisms and resistance capacity of concrete flat plate structures. They represent one of the most common construction systems used worldwide in modern days, yet their progressive collapse mechanisms require attention and limited collapse prevention design guidelines are available. The outcomes are expected to broaden and deepen the existing ....Progressive collapse resistance of concrete flat plate structures. This project aims to systematically and thoroughly investigate the progressive collapse mechanisms and resistance capacity of concrete flat plate structures. They represent one of the most common construction systems used worldwide in modern days, yet their progressive collapse mechanisms require attention and limited collapse prevention design guidelines are available. The outcomes are expected to broaden and deepen the existing theoretical framework and knowledge base, prevent injury and loss of life in both new and existing buildings. This is expected ultimately to contribute to the establishment of a set of collapse-resistant design guidelines for further development of relevant Australian and international standards.Read moreRead less
Unified nondeterministic dynamic safety assessment of softening structures. This project aims to develop a high-performance tool for the dynamic safety assessment of softening structures. The assessment of structures that exhibit softening, either at constitutive level or structural level, is essential for design and rehabilitation purposes, especially when the inevitable uncertainties in the system parameters need to be accounted for. This project aims to develop an advanced and unified framewo ....Unified nondeterministic dynamic safety assessment of softening structures. This project aims to develop a high-performance tool for the dynamic safety assessment of softening structures. The assessment of structures that exhibit softening, either at constitutive level or structural level, is essential for design and rehabilitation purposes, especially when the inevitable uncertainties in the system parameters need to be accounted for. This project aims to develop an advanced and unified framework that can model both stochastic and nonstochastic processes for these purposes. An advanced mixed finite element model underpins this framework, and both formulation and solution algorithms are based on mathematical programming formalism. The developed computational tool would be able to perform pure stochastic, pure nonstochastic, hybrid uncertain analyses and dynamic reliability assessment of structures.Read moreRead less
Three-dimensional contact and fracture analysis for safety assessment of structures. This project aims to address the safety assessment of engineering structures considering interfaces and cracks, which are nearly always the weakest parts of a structure system. Novel numerical approaches to model the contact of interfaces and crack faces and to simulate crack propagation under variable loads will be established based on the scaled boundary polytope elements and mathematical programming. It is an ....Three-dimensional contact and fracture analysis for safety assessment of structures. This project aims to address the safety assessment of engineering structures considering interfaces and cracks, which are nearly always the weakest parts of a structure system. Novel numerical approaches to model the contact of interfaces and crack faces and to simulate crack propagation under variable loads will be established based on the scaled boundary polytope elements and mathematical programming. It is anticipated that the developed numerical simulation tool will be robust and fully automatic. The intended outcome of this project is an innovative technology for numerical simulation and a rational predictive tool useful for cost-effective and timely planning, design and management of engineering structures.Read moreRead less
Stochastic geometrically nonlinear elasto-plastic buckling and behaviour of curved grid-like structures. It is vital to assess the safety of large spatially curved-complex structures for design and rehabilitation purposes when the inevitable uncertainties in structural parameters and loads are addressed. This project aims to develop an advanced stochastic framework for three-dimensional nonlinear elasto-plastic behaviour and buckling analysis of curved grid-like structures. A rational and powerf ....Stochastic geometrically nonlinear elasto-plastic buckling and behaviour of curved grid-like structures. It is vital to assess the safety of large spatially curved-complex structures for design and rehabilitation purposes when the inevitable uncertainties in structural parameters and loads are addressed. This project aims to develop an advanced stochastic framework for three-dimensional nonlinear elasto-plastic behaviour and buckling analysis of curved grid-like structures. A rational and powerful stochastic nonlinear elasto-plastic finite element model will be proposed to account for the random high-order geometric nonlinearity and material elasto-plasticity. Novel formulations and effective algorithms will also be devised for stochastic nonlinear analytical analysis. An efficient tool will be developed for reliability assessment of the class of structures.Read moreRead less
Scaled boundary finite-element approach for safety assessment of plates and shells under monotonic and shakedown loadings. This project develops an advanced numerical tool for the safety assessment of plate and shell structures under practical loading regimes. This tool permits timely decision making and is of vital assistance to engineers and government authorities on safe and cost-effective management of infrastructure asset.