Select Publications
Journal articles
2020, 'Behaviour and design of Grade 10.9 high-strength bolts under combined actions', Steel and Composite Structures, 35, pp. 327 - 341, http://dx.doi.org/10.12989/SCS.2020.35.3.327
,2020, 'Fatigue behaviour of stainless steel bolts in tension and shear under constant-amplitude loading', International Journal of Fatigue, 133, http://dx.doi.org/10.1016/j.ijfatigue.2019.105401
,2020, 'Axial slenderness limits for austenitic stainless steel-concrete composite columns', Journal of Constructional Steel Research, 166, http://dx.doi.org/10.1016/j.jcsr.2019.105856
,2020, 'Experimental behaviour and fracture prediction of austenitic stainless steel bolts under combined tension and shear', Journal of Constructional Steel Research, 166, http://dx.doi.org/10.1016/j.jcsr.2019.105916
,2020, 'Residual stresses of box and I-shaped columns fabricated from S960 ultra-high-strength steel', Journal of Constructional Steel Research, 166, http://dx.doi.org/10.1016/j.jcsr.2019.105904
,2020, 'Effect of concrete infill on local buckling capacity of circular tubes', Journal of Constructional Steel Research, 165, http://dx.doi.org/10.1016/j.jcsr.2019.105899
,2020, 'Cyclic behaviour and modelling of stainless-clad bimetallic steels with various clad ratios', Steel and Composite Structures, 34, pp. 189 - 213, http://dx.doi.org/10.12989/scs.2020.34.2.189
,2019, 'Initial stiffness and moment capacity assessment of stainless steel composite bolted joints with concrete-filled circular tubular columns', Steel and Composite Structures, 33, pp. 681 - 697, http://dx.doi.org/10.12989/scs.2019.33.5.681
,2019, 'Investigation of residual stresses of hybrid normal and high strength steel (HNHSS) welded box sections', Steel and Composite Structures, 33, pp. 489 - 507, http://dx.doi.org/10.12989/scs.2019.33.4.489
,2019, 'Transmission of ultrasonic guided wave for damage detection in welded steel plate structures', Steel and Composite Structures, 33, pp. 445 - 461, http://dx.doi.org/10.12989/scs.2019.33.3.445
,2019, 'Material properties and stress-strain curves for titanium-clad bimetallic steels', Journal of Constructional Steel Research, 162, http://dx.doi.org/10.1016/j.jcsr.2019.105756
,2019, 'Numerical analysis of stainless steel-concrete composite beam-to-column joints with bolted flush endplates', Steel and Composite Structures, 33, pp. 143 - 1662, http://dx.doi.org/10.12989/scs.2019.33.1.143
,2019, 'Numerical analysis of stainless steel-concrete compositebeam-to-column joints with bolted flush endplates', Steel and Composite Structures, 33, pp. 975 - 994, http://dx.doi.org/10.12989/scs.2019.33.1.975
,2019, 'Corrosion detection in steel bar: A time-frequency approach', NDT and E International, 107, http://dx.doi.org/10.1016/j.ndteint.2019.102150
,2019, 'Behaviour and design of concrete-filled mild-steel spiral welded tube long columns under eccentric axial compression loading', Journal of Constructional Steel Research, 159, pp. 341 - 363, http://dx.doi.org/10.1016/j.jcsr.2019.04.045
,2019, 'Slenderness limits for fabricated S960 ultra-high-strength steel and composite columns', Journal of Constructional Steel Research, 159, pp. 109 - 121, http://dx.doi.org/10.1016/j.jcsr.2019.04.025
,2019, 'Ultrasonic monitoring of corroding bolted joints', Engineering Failure Analysis, 102, pp. 7 - 19, http://dx.doi.org/10.1016/j.engfailanal.2019.04.016
,2019, 'Review of strength behaviour of circular concrete filled steel tubes under monotonic pure bending', Journal of Constructional Steel Research, 158, pp. 460 - 474, http://dx.doi.org/10.1016/j.jcsr.2019.04.010
,2019, 'Concrete-filled steel tubular columns: Test database, design and calibration', Journal of Constructional Steel Research, 157, pp. 161 - 181, http://dx.doi.org/10.1016/j.jcsr.2019.02.024
,2019, 'In-plane structural analysis of blind-bolted composite frames with semi-rigid joints', Steel and Composite Structures, 31, pp. 373 - 385, http://dx.doi.org/10.12989/scs.2019.31.4.373
,2019, 'Establishing new brittle fracture provisions for the Australasian steel structures standards', Journal of Constructional Steel Research, 155, pp. 20 - 32, http://dx.doi.org/10.1016/j.jcsr.2018.12.018
,2019, 'Behaviour and design of spiral-welded stainless steel tubes subjected to axial compression', Journal of Constructional Steel Research, 154, pp. 67 - 83, http://dx.doi.org/10.1016/j.jcsr.2018.11.029
,2019, 'Local and post-local buckling of fabricated high-strength steel and composite columns', Journal of Constructional Steel Research, 154, pp. 235 - 249, http://dx.doi.org/10.1016/j.jcsr.2018.12.004
,2019, 'Experimental and numerical behaviour of blind bolted flush endplate composite connections', Journal of Constructional Steel Research, 153, pp. 179 - 195, http://dx.doi.org/10.1016/j.jcsr.2018.10.012
,2019, 'Behaviour and design of high-strength steel beam-to-column joints', Steel and Composite Structures, 31, pp. 303 - 317, http://dx.doi.org/10.12989/scs.2019.31.3.303
,2019, 'Behaviour of large fabricated stainless steel beam-to-tubular column joints with extended endplates', Steel and Composite Structures, 32, pp. 141 - 156, http://dx.doi.org/10.12989/scs.2019.32.1.141
,2019, 'Push-out resistance of concrete-filled spiral-welded mild-steel and stainless-steel tubes', Steel and Composite Structures, 33, pp. 823 - 836, http://dx.doi.org/10.12989/scs.2019.33.6.823
,2018, 'Analysis and design of demountable circular CFST column-base connections', Steel and Composite Structures, 28, pp. 559 - 571, http://dx.doi.org/10.12989/scs.2018.28.5.559
,2018, 'Analysis of demountable steel and composite frames with semi-rigid bolted joints', Steel and Composite Structures, 28, pp. 363 - 380, http://dx.doi.org/10.12989/scs.2018.28.3.363
,2018, 'Design resistance evaluation for steel and steel-concrete composite members', Journal of Constructional Steel Research, 147, pp. 523 - 548, http://dx.doi.org/10.1016/j.jcsr.2018.05.009
,2018, 'Behaviour and design of demountable beam-to-column composite bolted joints with extended end-plates', Journal of Constructional Steel Research, 144, pp. 221 - 235, http://dx.doi.org/10.1016/j.jcsr.2018.02.002
,2018, 'The multi-axial strength performance of composite structural B-C-W members subjected to shear forces', Steel and Composite Structures, 27, pp. 75 - 87, http://dx.doi.org/10.12989/scs.2018.27.1.075
,2018, 'Geometrically nonlinear inelastic analysis of steel–concrete composite beams with partial interaction using a higher-order beam theory', International Journal of Non-Linear Mechanics, 100, pp. 34 - 47, http://dx.doi.org/10.1016/j.ijnonlinmec.2018.01.002
,2018, 'Behaviour and design of demountable CFST column-column connections subjected to compression', Journal of Constructional Steel Research, 141, pp. 262 - 274, http://dx.doi.org/10.1016/j.jcsr.2017.11.021
,2018, 'Analytical model for flexural response of two-layered composite beams with interfacial shear slip using a higher order beam theory', Composite Structures, 184, pp. 789 - 799, http://dx.doi.org/10.1016/j.compstruct.2017.10.023
,2018, 'Abstract A082: A phase I study of the MDM2 antagonist RO6839921, a pegylated intravenous prodrug of idasanutlin, in patients with AML', Molecular Cancer Therapeutics, 17, pp. A082 - A082, http://dx.doi.org/10.1158/1535-7163.targ-17-a082
,2018, 'Moment-rotation relationship of hollow-section beam-to-column steel joints with extended end-plates', Steel and Composite Structures, 29, pp. 717 - 734, http://dx.doi.org/10.12989/scs.2018.29.6.717
,2017, 'Behaviour and design of demountable CFST column-column connections under tension', Journal of Constructional Steel Research, 138, pp. 761 - 773, http://dx.doi.org/10.1016/j.jcsr.2017.08.027
,2017, 'Bond Behavior of Concrete-Filled Steel Tubes at Elevated Temperatures', Journal of Structural Engineering (United States), 143, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001890
,2017, 'Behaviour and design of short high-strength steel welded box and concrete-filled tube (CFT) sections', Engineering Structures, 147, pp. 458 - 472, http://dx.doi.org/10.1016/j.engstruct.2017.06.016
,2017, 'Reprint of: Experimental investigation and simplified modeling of response of steel plates subjected to close-in blast loading from spherical liquid explosive charges', International Journal of Impact Engineering, 105, pp. 1 - 12, http://dx.doi.org/10.1016/j.ijimpeng.2017.03.024
,2017, 'Moment-rotation behaviour of top-seat angle bolted connections produced from austenitic stainless steel', Journal of Constructional Steel Research, 136, pp. 149 - 161, http://dx.doi.org/10.1016/j.jcsr.2017.05.014
,2017, 'A higher order model for inelastic response of composite beams with interfacial slip using a dissipation based arc-length method', Engineering Structures, 139, pp. 120 - 134, http://dx.doi.org/10.1016/j.engstruct.2017.02.025
,2017, 'Behaviour of bolted endplate composite joints to square and circular CFST columns', Journal of Constructional Steel Research, 131, pp. 68 - 82, http://dx.doi.org/10.1016/j.jcsr.2016.12.022
,2017, 'Strength, stiffness and ductility of concrete-filled steel columns under axial compression', Engineering Structures, 135, pp. 209 - 221, http://dx.doi.org/10.1016/j.engstruct.2016.12.049
,2017, 'Experimental investigation and simplified modeling of response of steel plates subjected to close-in blast loading from spherical liquid explosive charges', International Journal of Impact Engineering, 101, pp. 78 - 89, http://dx.doi.org/10.1016/j.ijimpeng.2016.11.013
,2017, 'Large deformation analysis of two layered composite beams with partial shear interaction using a higher order beam theory', International Journal of Mechanical Sciences, 122, pp. 331 - 340, http://dx.doi.org/10.1016/j.ijmecsci.2017.01.030
,2017, 'Analysis and design of demountable embedded steel column base connections', Steel and Composite Structures, 23, pp. 303 - 315, http://dx.doi.org/10.12989/scs.2017.23.3.303
,2017, 'Concentrically loaded slender square hollow and composite columns incorporating high strength properties', Engineering Structures, 131, pp. 69 - 89, http://dx.doi.org/10.1016/j.engstruct.2016.10.015
,2017, 'Dynamic behaviour of steel-concrete composite beams retrofitted with various bolted shear connectors', Engineering Structures, 131, pp. 115 - 135, http://dx.doi.org/10.1016/j.engstruct.2016.10.021
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