Infrastructure Engineering - Research Publications

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    Assessing the opportunity for producing hemp-based insulation in the Australian market
    Christopher, P ; Aye, L ; Nematollahi, N ; Ngo, T (EJSE International, 2024-04-29)
    By-products (wastes or residues) of renewable materials have the potential to be manufactured into higher value fibre insulation products for the Australian market. Currently, such products have been imported for servicing the Australian market. This presents a potential opportunity to divert considerable quantities of waste from landfill and produce a high performance, locally made, low carbon, natural fibre insulation product for the Australian domestic and commercial building industry. This article assesses the hemp-based bulk insulations available in the Australian market.
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    Comparative life cycle assessment of renewable energy storage systems for net-zero buildings with varying self-sufficient ratios
    Le, ST ; Nguyen, TN ; Bui, D-K ; Teodosio, B ; Ngo, TD (PERGAMON-ELSEVIER SCIENCE LTD, 2024-03-01)
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    Modelling and Multi-Objective Optimisation of Finger Joints: Improving Flexural Performance and Minimising Wood Waste
    Le, ST ; Nguyen, TN ; Bui, D-K ; Ha, QP ; Ngo, TD (MDPI, 2023-04-29)
    The wood industry faces the dual requirements of improving the quality of timber products and minimising waste during the manufacturing process. The finger joint, which is an end-to-end joining method for timber boards, is one of the most important aspects of engineering wood products. This study presents a numerical and optimisation investigation of the effects of finger-joint design parameters on the flexural behaviour of finger-jointed timber beams. A numerical model based on advanced three-dimensional finite element analysis was developed to model the behaviour of finger-jointed beams. Using the validated finite element (FE) model and automated parameterisation, a parametric study was conducted to assess the impact of each design parameter of the finger joint, including finger length, tip thickness, and the number of finger joints. The results indicate that the number of fingers and finger length significantly influence the maximum load capacity, while the tip thickness has a marginal effect on performance. This study identifies a design threshold of five fingers and a 14 mm finger length for achieving efficient, high-performance finger-joint designs. In addition, the multi-objective modified firefly algorithm (MOMFA) was proposed to maximise the finger joint resistance while simultaneously minimising the material waste. The optimisation shows that there will be a significant amount of wood waste when using traditional single-objective optimisation that only focuses on structural performance. In contrast, the proposed method achieves comparable load capacity while significantly reducing waste (up to 53.31%) during the joining process. The automated finite element modelling framework and holistic optimisation developed in this study can be used to design and optimise engineering wood products for construction applications.
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    Development of Novel Inter‐module Connection for Composite Modular Tall Buildings
    Kandel, A ; Thai, H ; Ngo, T (Wiley, 2023-09)
    Abstract The emerging modular building construction technique is gaining attention by researchers and investors because of its benefits such as short construction time, better quality control, minimal environmental effect and more economical. Composite modules have many advantages, including size reduction and improved fire resistance, over the steel modules, which encourage the application of modular construction on tall buildings. Current state‐of‐art lacks the proper connection technique for composite modular tall buildings. This paper presents novel inter‐module connection for composite modular tall buildings. Purposed inter‐module connection is very simple in geometric design, adequately strong to bear loads for tall buildings, easy to connect and disconnect, and applicable with internal joints and composite modules. Bolts through bolt holes connect modules vertically whereas gusset plate connects horizontally. Firstly, prototype is developed, and workability is confirmed. Performance and failure mechanism of proposed connector under tensile load are evaluated considering the effect of different parameters such as thickness of base plate, size and material of bolt. Results can be used to develop the design guideline for proposed inter‐module connection.
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    Progressive collapse and robustness of modular high-rise buildings
    Thai, H-T ; Ho, QV ; Li, W ; Ngo, T (TAYLOR & FRANCIS LTD, 2022-01-01)
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    Experimental, numerical, and theoretical crushing behaviour of an innovative auxetic structure fabricated through 3D printing
    Bohara, RP ; Linforth, S ; Thai, H-T ; Nguyen, T ; Ghazlan, A ; Ngo, T (ELSEVIER SCI LTD, 2023-01)
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    Safety investigation of hydrogen energy storage systems using quantitative risk assessment
    Le, ST ; Nguyen, TN ; Linforth, S ; Ngo, TD (PERGAMON-ELSEVIER SCIENCE LTD, 2023-01-22)
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    Multi-objective bulk scale optimisation of an auxetic structure to enhance protection performance
    Bohara, RP ; Linforth, S ; Thai, H-T ; Nguyen, T ; Ghazlan, A ; Ngo, T (ELSEVIER SCI LTD, 2023-04-01)
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    Anti-blast and-impact performances of auxetic structures: A review of structures, materials, methods, and fabrications
    Bohara, RP ; Linforth, S ; Nguyen, T ; Ghazlan, A ; Ngo, T (ELSEVIER SCI LTD, 2023-02-01)