ORCID Profile
0000-0002-7759-5001
Current Organisation
UNSW Sydney
Does something not look right? The information on this page has been harvested from data sources that may not be up to date. We continue to work with information providers to improve coverage and quality. To report an issue, use the Feedback Form.
In Research Link Australia (RLA), "Research Topics" refer to ANZSRC FOR and SEO codes. These topics are either sourced from ANZSRC FOR and SEO codes listed in researchers' related grants or generated by a large language model (LLM) based on their publications.
Composite and Hybrid Materials | Materials Engineering | Flexible Manufacturing Systems | Nanomaterials | Materials engineering | Manufacturing Engineering | Aerospace Structures | Manufacturing Processes and Technologies (excl. Textiles) | Ship and Platform Structures | Structural Engineering | Aerospace Engineering | Aerospace Materials | Numerical modelling and mechanical characterisation | Composite and hybrid materials |
Construction Materials Performance and Processes not elsewhere classified | Manufacturing not elsewhere classified | Polymeric Materials (e.g. Paints) | Air Passenger Transport | Air Freight
Publisher: Springer Science and Business Media LLC
Date: 04-07-2013
Publisher: Elsevier BV
Date: 08-2019
Publisher: Elsevier BV
Date: 12-2014
Publisher: Elsevier BV
Date: 2017
Publisher: IEEE
Date: 12-2017
Publisher: Elsevier BV
Date: 2021
Publisher: Elsevier BV
Date: 11-2021
Publisher: Elsevier BV
Date: 11-2023
Publisher: Elsevier BV
Date: 12-2020
Publisher: Elsevier BV
Date: 09-2013
Publisher: Trans Tech Publications, Ltd.
Date: 05-2014
DOI: 10.4028/WWW.SCIENTIFIC.NET/AMM.553.41
Abstract: The development of new composite materials requires analysis and experimentation spanning scales from nanometres to metres, from “atoms to assemblies”. In this paper, concerned primarily with fibre reinforced epoxy composites, a methodology is presented which allows continuum level structural simulation to account for nanoand micro-scale size effects in composites. The novelty of this approach is the modular hierarchical nature of the simulation which ensures computational tractability, regardless of the length scales considered. Linking the nanoscale to the macroscopic scale in a single simulation allows for holistic materials development, including the addition of nanoadditives to polymer resin systems.
Publisher: Elsevier BV
Date: 10-2015
Publisher: Elsevier BV
Date: 07-2019
Publisher: Elsevier BV
Date: 03-2022
Publisher: Informa UK Limited
Date: 12-12-2016
Publisher: Elsevier BV
Date: 2023
Publisher: Elsevier BV
Date: 02-2015
Publisher: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece
Date: 2016
Publisher: Elsevier BV
Date: 08-2011
Publisher: Begell House
Date: 2011
Publisher: Elsevier BV
Date: 2023
Publisher: Elsevier BV
Date: 02-2022
Publisher: Elsevier BV
Date: 08-2021
Publisher: Elsevier BV
Date: 02-2023
DOI: 10.1016/J.JMBBM.2022.105578
Abstract: Three-dimensional multi-scale finite element models were designed to examine the effects of geometrical structure variations on the damage onset in cortical bone at multiple structural scales. A cohesive zone finite element approach, together with anisotropic damage initiation criteria, is used to predict the onset of damage. The finite element models are developed to account for the onset of microdamage from the microscopic length scales consisting of collagen fibres, to the macroscopic level consisting of osteons and the Haversian canals. Numerical results indicated that the yield strain at the initiation of microcracks is independent of variations in the local mineral volume fraction at each structural scale. Further, the yield strain and strength properties of cortical bone are dependent on its structural anisotropy and hierarchical structure. A positive correlation is observed between bone strength and mineral content at each length scale.
Publisher: Elsevier BV
Date: 09-2021
Publisher: ASME International
Date: 26-06-2018
DOI: 10.1115/1.4040273
Abstract: The design and construction of solar concentrators heavily affects their optical efficiency, heat utilization, and cost. Current trough concentrators use an equivalent uniform beam with a metal grid substructure. In this conventional design, there is surplus stiffness and strength, which unnecessarily increases the overall weight and cost of the structure. This paper describes a variable cross section structural optimization approach (with the EuroTrough design, including safety factors, taken as an ex le) to overcome this issue. The main improvement of this design comes from keeping the beams rigid and strong near the two ends (at the torque box structure) while allowing the middle of the structure to be relatively weak. Reducing the cross-sectional area of the middle beams not only reduces the amount of material needed for the structure but also reduces the deflection of the reflector. In addition, a new connection structure between two neighboring concentrator elements was designed to reinforce the structure. The simulated results show that the concentrator's structural weight (including the torque box, endplates, and cantilever arms) is reduced by 13.5% (i.e., about 133 kg per 12 m long element). This represents a meaningful capital and installation cost savings while at the same time improving the optical efficiency.
Publisher: Elsevier BV
Date: 03-2022
Publisher: Elsevier BV
Date: 2021
Publisher: Springer Science and Business Media LLC
Date: 21-03-2013
Publisher: Elsevier BV
Date: 08-2020
Publisher: American Society of Mechanical Engineers
Date: 09-07-2017
DOI: 10.1115/HT2017-5082
Abstract: The design and construction of solar concentrators heavily affects their cost, heat utilization and optical efficiency. Current trough concentrators support the reflector with an equivalent uniform beam configured from a metal grid sub-structure. Under gravity and wind loads, the support-structure stress distribution varies as a function of position of the structure and the tracking angle. In the conventional design, there is le surplus stiffness and strength designed into some beams of the structure, which increases the overall weight and cost of the structure. This paper describes an approach towards structural optimization of trough concentrators (with the Eurotrough design taken as an ex le, that means that the safety factors and structure is similar with Eurotrough design) using a variable cross section beam. The main improvement of this approach comes from keeping the beams rigid and strong near the two ends (at the torque box structure) while allowing the middle of the structure to be relatively weak. Reducing the cross-sectional area of the central beams not only reduces amount of material needed for the structure but also reduces the deflection of the reflector. The simulated results show that the concentrator’s structural weight (including the torque box, endplates and cantilever arms) and the maximum displacement of the reflector are reduced about 15.3% (about 151.2kg per 12-metre long element) and 15.5%, respectively. This represents a meaningful capital and installation cost savings while at the same time improving the optical efficiency.
Publisher: Elsevier BV
Date: 06-2022
Publisher: Elsevier BV
Date: 08-2015
Publisher: Elsevier BV
Date: 08-2019
Publisher: Elsevier BV
Date: 03-2018
Publisher: Royal Society of Chemistry (RSC)
Date: 2022
DOI: 10.1039/D2EE00099G
Abstract: Hydrogen is emerging as one of the most promising energy carriers for a decarbonised global energy system.
Publisher: Informa UK Limited
Date: 18-12-2016
Publisher: Elsevier BV
Date: 02-2019
Publisher: Elsevier BV
Date: 12-2023
Publisher: Springer Science and Business Media LLC
Date: 23-12-2009
Publisher: Springer Science and Business Media LLC
Date: 18-12-2009
Publisher: IEEE
Date: 06-2018
Publisher: Elsevier BV
Date: 2013
Start Date: 2014
End Date: 2014
Funder: Australian Research Council
View Funded ActivityStart Date: 2014
End Date: 2015
Funder: Office for Learning and Teaching
View Funded ActivityStart Date: 2015
End Date: 2018
Funder: Australian Research Council
View Funded ActivityStart Date: 2016
End Date: 2020
Funder: Australian Research Council
View Funded ActivityStart Date: 06-2016
End Date: 06-2021
Amount: $330,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 05-2017
End Date: 12-2022
Amount: $3,815,143.00
Funder: Australian Research Council
View Funded ActivityStart Date: 2023
End Date: 12-2025
Amount: $478,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 08-2018
End Date: 12-2019
Amount: $808,191.00
Funder: Australian Research Council
View Funded ActivityStart Date: 07-2014
End Date: 11-2015
Amount: $500,000.00
Funder: Australian Research Council
View Funded Activity