Select Publications
Journal articles
2009, 'Composite steel-CFRP SHS tubes under axial impact', Composite Structures, 87, pp. 282 - 292, http://dx.doi.org/10.1016/j.compstruct.2008.02.008
,2009, 'Effect of elevated temperature on bond behaviour of high modulus CFRP/steel double-strap joints', Australian Journal of Structural Engineering, 10, pp. 63 - 74, http://dx.doi.org/10.1080/13287982.2009.11465033
,2009, 'Full-size testing to determine stress concentration factors of dragline tubular joints', Engineering Structures, 31, pp. 43 - 56, http://dx.doi.org/10.1016/j.engstruct.2008.07.014
,2009, 'Numerical modelling of square tubular steel beams subjected to transverse blast loads', Thin - Walled Structures, 47, pp. 1523 - 1534
,2009, 'Strength of circular hollow sections (CHS) tubular beams externally reinforced by carbon FRP sheets in pure bending', Thin - Walled Structures, 47, pp. 1136 - 1147
,2008, 'Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks', International Journal of Fatigue, 30, pp. 1387 - 1397, http://dx.doi.org/10.1016/j.ijfatigue.2007.10.008
,2008, 'Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications', Engineering Structures, 30, pp. 1647 - 1658, http://dx.doi.org/10.1016/j.engstruct.2007.10.018
,2008, 'Concrete-filled cold-formed circular steel tubes subjected to variable amplitude cyclic pure bending', Engineering Structures, 30, pp. 287 - 299, http://dx.doi.org/10.1016/j.engstruct.2007.03.025
,2008, 'Static design of elliptical hollow section end-connections', Proceedings of the Institution of Civil Engineers: Structures and Buildings, 161, pp. 103 - 113, http://dx.doi.org/10.1680/stbu.2008.161.2.103
,2008, 'Hollow and concrete filled steel follow sections under transverse impact loads', Engineering Structures, 30, pp. 2859 - 2870
,2007, 'Numerical modelling of simply supported square tubular beams subjected to a uniform blast load', Progress in Mechanics of Structures and Materials - Proceedings of the 19th Australasian Conference on the Mechanics of Structures and Materials, ACMSM19, pp. 777 - 782
,2007, 'State-of-the-art review on FRP strengthened steel structures', Engineering Structures, 29, pp. 1808 - 1823, http://dx.doi.org/10.1016/j.engstruct.2006.10.006
,2007, 'Fatigue tests and design of thin CHS-plate T-joints under cyclic in-plane bending', Thin-Walled Structures, 45, pp. 463 - 472, http://dx.doi.org/10.1016/j.tws.2007.03.002
,2007, 'Investigation of block shear tear-out failure in gusset-plate welded connections in structural steel hollow sections and very high strength tubes', Engineering Structures, 29, pp. 469 - 482, http://dx.doi.org/10.1016/j.engstruct.2006.05.015
,2007, 'Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets', Construction and Building Materials, 21, pp. 839 - 845, http://dx.doi.org/10.1016/j.conbuildmat.2006.06.014
,2007, 'Investigation of shear lag failure in gusset-plate welded structural steel hollow section connections', Journal of Constructional Steel Research, 63, pp. 293 - 304, http://dx.doi.org/10.1016/j.jcsr.2006.05.006
,2007, 'Size effect of welded thin-walled tubular joints', International Journal of Structural Stability and Dynamics, 7, pp. 101 - 127, http://dx.doi.org/10.1142/S0219455407002228
,2007, 'Plastic mechanism analysis of fabricated square and triangular sections under axial compression', Thin-Walled Structures, 45, pp. 135 - 148, http://dx.doi.org/10.1016/j.tws.2007.02.006
,2007, 'Static and fatigue design of CHS-to-RHS welded connections using a branch conversion method', Journal of Constructional Steel Research, 63, pp. 82 - 95, http://dx.doi.org/10.1016/j.jcsr.2006.02.011
,2006, 'Study of influence of post weld heat treatment on residual stress distribution in tubular joints', Welding Research Abroad, 52, pp. 10 - 19
,2006, 'Measurement of residual stress distribution in tubular joints considering post weld heat treatment', Materials Forum, 30, pp. 30 - 38
,2006, 'CFRP strengthened RHS subjected to transverse end bearing force', Engineering Structures, 28, pp. 1555 - 1565, http://dx.doi.org/10.1016/j.engstruct.2006.02.008
,2006, 'Experimental and finite element analysis of a double strap joint between steel plates and normal modulus CFRP', Composite Structures, 75, pp. 156 - 162, http://dx.doi.org/10.1016/j.compstruct.2006.04.038
,2006, 'Design of gusset-plate welded connections in structural steel hollow sections', Welding in the World, 50, pp. 226 - 233
,2006, 'Effect of thickness and joint type on fatigue performance of welded thin-walled tube-tube T-joints', Welding in the World, 50, pp. 80 - 87
,2006, 'Finite element analysis of slotted end tubular connections', Welding in the World, 50, pp. 218 - 225
,2006, 'Fire resistance of SCC filled square hollow structural steel sections', Welding in the World, 50, pp. 366 - 372
,2006, 'Notch stress factor of welded thick-walled tubular dragline joints by effective notch stress method', Welding in the World, 50, pp. 72 - 79
,2006, 'Rehabilitation of tubular members with carbon reinforced polymers', Welding in the World, 50, pp. 332 - 339
,2006, 'Through plate joints to elliptical and circular hollow sections', Welding in the World, 50, pp. 202 - 209
,2006, 'Welded thin-walled RHS-to-RHS cross-beams under cyclic bending', Welding in the World, 50, pp. 88 - 95
,2006, 'Behaviour of grouted sleeve connections at elevated temperatures', Thin-Walled Structures, 44, pp. 751 - 758, http://dx.doi.org/10.1016/j.tws.2006.07.002
,2006, 'Double skin composite construction', Progress in Structural Engineering and Materials, 8, pp. 93 - 102, http://dx.doi.org/10.1002/pse.216
,2006, 'Variable amplitude cyclic pure bending tests to determine fully ductile section slenderness limits for cold-formed CHS', Engineering Structures, 28, pp. 1223 - 1235, http://dx.doi.org/10.1016/j.engstruct.2005.10.022
,2006, 'Concrete-filled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending', Engineering Structures, 28, pp. 1698 - 1714, http://dx.doi.org/10.1016/j.engstruct.2006.03.004
,2006, 'Thin circular hollow section-to-plate T-joints: Stress concentration factors and fatigue failure under in-plane bending', Thin-Walled Structures, 44, pp. 159 - 169, http://dx.doi.org/10.1016/j.tws.2006.02.003
,2005, 'Bond characteristics between cfrp and steel plates in double strap joints', Advanced Steel Construction, 1, pp. 17 - 27
,2005, 'Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC)', Journal of Constructional Steel Research, 61, pp. 1241 - 1269, http://dx.doi.org/10.1016/j.jcsr.2005.01.004
,2005, 'Study of influence of post weld heat treatment on residual stress distribution in tubular joints', Welding in the World, 49, pp. 512 - 521
,2005, 'Rational design analysis of stub columns fabricated using very high strength circular steel tubes', Thin-Walled Structures, 43, pp. 445 - 460, http://dx.doi.org/10.1016/j.tws.2004.07.016
,2004, 'Concrete-filled steel circular tubes subjected to constant amplitude cyclic pure bending', Engineering Structures, 26, pp. 2125 - 2135, http://dx.doi.org/10.1016/j.engstruct.2004.07.012
,2004, 'Stress concentration factors and fatigue behaviour of welded thin-walled CHS-SHS T-joints under in-plane bending', Engineering Structures, 26, pp. 1861 - 1875, http://dx.doi.org/10.1016/j.engstruct.2004.06.010
,2004, 'Stub column tests of fabricated square and triangular sections utilizing very high strength steel tubes', Journal of Constructional Steel Research, 60, pp. 1637 - 1661, http://dx.doi.org/10.1016/j.jcsr.2004.04.003
,2004, 'Finite element analysis (FEA) of fabricated square and triangular section stub columns utilizing very high strength steel tubes', Advances in Structural Engineering, 7, pp. 447 - 457, http://dx.doi.org/10.1260/1369433042863297
,2004, 'Concrete-filled double skin (SHS outer and CHS inner) steel tubular beam-columns', Thin-Walled Structures, 42, pp. 1329 - 1355, http://dx.doi.org/10.1016/j.tws.2004.03.017
,2004, 'Section slenderness limits of very high strength circular steel tubes in bending', Thin-Walled Structures, 42, pp. 1257 - 1271, http://dx.doi.org/10.1016/j.tws.2004.03.020
,2004, 'Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns', Journal of Constructional Steel Research, 60, pp. 1129 - 1158, http://dx.doi.org/10.1016/j.jcsr.2003.11.008
,2004, 'Tension capacity of very high strength (VHS) circular steel tubes after welding', Advances in Structural Engineering, 7, pp. 285 - 296, http://dx.doi.org/10.1260/1369433041653534
,2004, 'CFRP strengthened butt-welded very high strength (VHS) circular steel tubes', Thin-Walled Structures, 42, pp. 963 - 978, http://dx.doi.org/10.1016/j.tws.2004.03.003
,2004, 'Cyclic bending tests to determine fully ductile section slenderness limits for cold-formed circular hollow sections', Journal of Structural Engineering, 130, pp. 1001 - 1010, http://dx.doi.org/10.1061/(ASCE)0733-9445(2004)130:7(1001)
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