Hui Jiao
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Research Interests
Hui Jiao has a total of 35 co-authors. Here are the top co-authors by number of shared publications:
Xiao-Ling Zhao
5 shared publications- Damien Holloway
School of Engineering, University of Tasmania, Hobart, Tasmania, Australia
3 shared publications - Fidelis Rutendo Mashiri
Western Sydney University
3 shared publications - Tohid Ghanbari Ghazijahani
Assistant Professor (Lecturer) in Civil Engineering, Macquarie Univ., Sydney, NSW 2109, Australia. ORCID:
2 shared publications X. L. Zhao
Department of Civil Engineering; Monash University; Clayton; VIC; Australia
2 shared publicationsX.-L. Zhao
2 shared publications
Latest Publications
- 21 September 2024
- Published by Elsevier in Infrared Physics & Technology
- Vol. 142, 105562
High coupling efficiency with large axial direction coupling adjustment range in water-jet guided laser
- 21 September 2024
- Published by Elsevier in Infrared Physics & Technology
- Vol. 142, 105562
High coupling efficiency with large axial direction coupling adjustment range in water-jet guided laser
- 21 January 2022
- Published by Springer Nature in The International Journal of Advanced Manufacturing Technology
- Vol. 119 (9-10) , 6361-6370
Experimental study on gas-assisted laser cutting carbon fiber reinforced plastics
- 21 January 2022
- Published by Springer Nature in The International Journal of Advanced Manufacturing Technology
- Vol. 119 (9-10) , 6361-6370
Experimental study on gas-assisted laser cutting carbon fiber reinforced plastics
- 3 April 2019
- Published by Taylor & Francis in Australian Journal of Structural Engineering
- Vol. 20 (2) , 115-123
Behaviour of locally post-tensioned nail laminated high mass floor panels under serviceability loads
This paper investigated the behaviour of locally post-tensioned nail laminated high mass floor panels. Each panel was assembled using butt jointed timber boards. Post tensioning was applied using bracing straps. A total of six panels were tested under four-point bending. The dynamic behaviour of the floor panels was also investigated Results showed that post-tensioning reduced the deflection by almost 50% under the serviceability loading condition. However, the damping ratio was reduced under dynamic tests, though it remained within acceptable limits.
- 3 April 2019
- Published by Taylor & Francis in Australian Journal of Structural Engineering
- Vol. 20 (2) , 115-123
Behaviour of locally post-tensioned nail laminated high mass floor panels under serviceability loads
This paper investigated the behaviour of locally post-tensioned nail laminated high mass floor panels. Each panel was assembled using butt jointed timber boards. Post tensioning was applied using bracing straps. A total of six panels were tested under four-point bending. The dynamic behaviour of the floor panels was also investigated Results showed that post-tensioning reduced the deflection by almost 50% under the serviceability loading condition. However, the damping ratio was reduced under dynamic tests, though it remained within acceptable limits.
- 5 November 2018
- Published by Taylor & Francis in Wood Material Science & Engineering
- Vol. 15 (3) , 172-181
Flexural and visual characteristics of fibre-managed plantation Eucalyptus globulus timber
The main goal of this study was to investigate the visual characteristics, recovery rate, and flexural properties of sawn boards from a fibre-managed plantation Eucalyptus globulus resource as a potential raw material for structural building applications. The impacts of the visual characteristics, strength-reducing features, and variation in basic density and moisture content on the bending modulus of elasticity (MOE) and modulus of rupture (MOR) of the boards were investigated. The reliabilities of different non-destructive methods in predicting MOE and MOR of the boards were evaluated, including log acoustic wave velocity measurement and numerical modellings. The MOE and MOR of the boards were significantly affected by the slope of grain, percentage of clear wood, and total number of knots in the loading zone of the boards. The normal variation in basic density significantly influenced the MOE of the boards while its effect on the MOR was insignificant. The numerical models developed using the artificial neural network (ANN) showed better accuracies in predicting the MOE and MOR of the boards than traditional multi-regression modelling and log acoustic wave velocity measurement. The ANN models developed in this study showed more than 78.5% and 79.9% success in predicting the adjusted MOE and MOR of the boards, respectively.
- 5 November 2018
- Published by Taylor & Francis in Wood Material Science & Engineering
- Vol. 15 (3) , 172-181
Flexural and visual characteristics of fibre-managed plantation Eucalyptus globulus timber
The main goal of this study was to investigate the visual characteristics, recovery rate, and flexural properties of sawn boards from a fibre-managed plantation Eucalyptus globulus resource as a potential raw material for structural building applications. The impacts of the visual characteristics, strength-reducing features, and variation in basic density and moisture content on the bending modulus of elasticity (MOE) and modulus of rupture (MOR) of the boards were investigated. The reliabilities of different non-destructive methods in predicting MOE and MOR of the boards were evaluated, including log acoustic wave velocity measurement and numerical modellings. The MOE and MOR of the boards were significantly affected by the slope of grain, percentage of clear wood, and total number of knots in the loading zone of the boards. The normal variation in basic density significantly influenced the MOE of the boards while its effect on the MOR was insignificant. The numerical models developed using the artificial neural network (ANN) showed better accuracies in predicting the MOE and MOR of the boards than traditional multi-regression modelling and log acoustic wave velocity measurement. The ANN models developed in this study showed more than 78.5% and 79.9% success in predicting the adjusted MOE and MOR of the boards, respectively.
- 1 November 2015
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 114, 405-416
Hardness and compressive capacity of longitudinally welded very high strength steel tubes
- 1 November 2015
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 114, 405-416
Hardness and compressive capacity of longitudinally welded very high strength steel tubes
- 1 September 2014
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 100, 12-20
Influence of a cutout on circular steel hollow sections under cyclic loading
- 1 September 2014
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 100, 12-20
Influence of a cutout on circular steel hollow sections under cyclic loading
- 1 July 2014
- Published by Elsevier in Thin-Walled Structures
- Vol. 80, 13-21
Experimental study on damaged cylindrical shells under compression
- 1 July 2014
- Published by Elsevier in Thin-Walled Structures
- Vol. 80, 13-21
Experimental study on damaged cylindrical shells under compression
- Open Access
- 1 December 2013
- Published by Elsevier in Thin-Walled Structures
- Vol. 73, 281-289
Behavior of thin-walled circular hollow section tubes subjected to bending
- 1 December 2013
- Published by Elsevier in Thin-Walled Structures
- Vol. 73, 281-289
Open AccessBehavior of thin-walled circular hollow section tubes subjected to bending
- 1 July 2013
- Published by Elsevier in Thin-Walled Structures
- Vol. 68, 106-112
Fatigue behavior of very high strength (VHS) circular steel tube to plate T-joints under in-plane bending
- 1 July 2013
- Published by Elsevier in Thin-Walled Structures
- Vol. 68, 106-112
Fatigue behavior of very high strength (VHS) circular steel tube to plate T-joints under in-plane bending
- 1 October 2012
- Published by Elsevier in Thin-Walled Structures
- Vol. 59, 144-152
A comparative study on fatigue behaviour of steel beams retrofitted with welding, pultruded CFRP plates and wet layup CFRP sheets
- 1 October 2012
- Published by Elsevier in Thin-Walled Structures
- Vol. 59, 144-152
A comparative study on fatigue behaviour of steel beams retrofitted with welding, pultruded CFRP plates and wet layup CFRP sheets