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Journal Publications

    • Yu, T., Zhao, H., Ren, T. and Remennikov, A. 2019. Novel hybrid FRP tubular columns with large deformation capacity: Concept and behaviour. Composite Structures, 212, 500-512.
    • Yu, T., Chan, C., Teh, L. and Teng, J.G. 2017. Hybrid FRP-concrete-steel multitube concrete columns: Concept and behavior. Journal of Composites for Construction, ASCE, 21, No. 6, 04017044.
    • Yu, T., Zhang, S.S., Huang, L. and Chan, C. 2017. Compressive behavior of hybrid double-skin tubular columns with a large rupture strain FRP tube. Composite Structures, 171, 10-18.  
    • Yu, T., Teh, L.H. and Hadi, M.N.S. 2017. High strength steel plates in hybrid fiber-reinforced polymerconcrete-steel columns: concept and behavior. Advances in Structural Engineering, 20, 797-811.
    • Yu, T., Lin, G. and Zhang, S.S. 2016. Compressive behavior of FRP-confined concrete-encased steel columns. Journal of Composites for Construction, ASCE, 21, No. 6, 04017044.
    • Yu, T., Hu, Y.M. and Teng, J.G. 2016. Cyclic lateral response of FRP-confined circular concrete-filled steel tubular columns. Journal of Constructional Steel Research, 124, 12-22.
    • Yu, T., Zhang, B. and Teng, J.G. 2015. Unified cyclic stress-strain model for normal and high strength concrete confined with FRP. Engineering Structures, 102, 189-201
    • Yu, T., Fang, X.L. and Teng, J.G. 2014. FRP-confined self-compacting concrete under axial compression. Journal of Materials in Civil Engineering, ASCE, 26, No. 11, 04014082.
    • Yu, T., Hu, Y.M. and Teng, J.G. 2014. FRP-confined circular concrete-filled steel tubular columns under cyclic axial compression. Journal of Constructional Steel Research, 94, 33-48.
    • Yu, T. and Teng, J.G. 2013. Behavior of hybrid FRP-concrete-steel double-skin tubular columns with a square outer tube and a circular inner tube subjected to axial compression. Journal of Composites for Construction, ASCE, 17, No.2, 271-279.
    • Yu, T., Zhang, B., Cao, Y.B. and Teng, J.G. 2012. Behavior of hybrid FRP-concrete-steel double-skin tubular columns subjected to cyclic axial compression. Thin-Walled Structures, 61, 196-203.
    • Yu, T., Fernando, N.D., Teng, J.G. and Zhao, X.L. 2012. Experimental study on CFRP-to-steel bonded interfaces. Composites Part B: Engineering, 43, No.5, 2279-2289.
    • Yu, T. and Teng, J.G. 2011. Design of concrete-filled FRP tubular columns: Provisions in the Chinese Technical Code for Infrastructure Application of FRP Composites. Journal of Composites for Construction, ASCE, 15, No.3, 451-461.
    • Yu, T., Wong, Y.L. and Teng, J.G. 2010. Behavior of hybrid FRP-concrete-steel double-skin tubular columns subjected to eccentric compression. Advances in Structural Engineering, 13, No. 5, 961-974.
    • Yu, T., Teng, J.G., Wong, Y.L. and Dong, S.L. 2010. Finite element modeling of confined concrete-II: plastic-damage model. Engineering Structures, 32, No. 3, 680-691.
    • Yu, T., Teng, J.G., Wong, Y.L. and Dong, S.L. 2010. Finite element modeling of confined concrete-I: Drucker-Prager type plasticity model. Engineering Structures, 32, No. 3, 665-679.
    • Yu, T., Teng, J.G. and Wong, Y.L. 2010. Stress-strain behavior of concrete in hybrid FRP-concrete-steel double-skin tubular columns. Journal of Structural Engineering, ASCE, 136, No. 4, 379-389.
    • Yu, T., Wong, Y.L., Teng, J.G., Dong, S.L. and Lam, S.S. 2006. Flexural behavior of hybrid FRP-concretesteel double skin tubular members, Journal of Composites for Construction, ASCE, 10, No. 5, 443-452.
    • Chan, C.W., Yu, T., Zhang, S.S. and Xu, Q.F. 2019. Compressive behaviour of FRP- confined rubber concrete. Construction and Building Materials, 211, 416-426.
    • Wang, Z., Feng, P., Zhao, Y., Yu, T., 2019. FRP-confined concrete core-encased rebar for RC columns: Concept and axial compressive behavior. Composite Structures, 222, 110915.
    • Teng, J.G., Xiang, Y., Yu, T. and Fang, Z. 2019. Development and mechanical behaviour of ultra-high performance seawater sea-sand concrete. Advances in Structural Engineering. , 22, 3100-3210.
    • Wang, Z., Feng, P., Cheng, S. and Yu, T. 2019. Friction measurement and correction method in quasi-static tests of columns under combined axial and cyclic lateral loading. Advances in Structural Engineering 22, No. 12, 2672-2686.
    • Peng, K., Yu, T., Hadi, M. and Huang, L. 2018. Compressive behaviour of hybrid double-skin tubular columns with a rib-stiffened steel inner tube Composite Structures, 204, 634-644.
    • Goaiz, H.A., Farhan, N.A., Sheikh, M.N., Yu, T. and Hadi, M. 2018. Experimental evaluation of tensile strength test methods for steel fibre reinforced concrete. Magazine of Concrete Research, 71, No. 8, 385-394.
    • Huang, L., Zhang, S. S., Yu, T. and Wang, Z. Y. 2018. Compressive behaviour of large rupture strain FRP-confined concrete-encased steel columns. Construction and Building Materials, 183, 513-522.
    • Huang, L., Gao, C., Yan, L.,Yu, T. and Kasal, B. 2018. Experimental and numerical studies of CFRP tube and steel spiral dual-confined concrete composite columns under axial impact loading. Composites Part B: Engineering, 152, 193-208.
    • Hadi, M., Goaiz, H.A. and Yu, T. 2018. Experimental investigation of CFRP confined hollow core reactive powder concrete columns, Construction and Building Materials, 174, 343-355
    • Hadi, M., Al-Azzawi, M. and Yu, T. 2018. Effects of fly ash characteristics and alkaline activator components on compressive strength of fly ash-based geopolymer mortar. Construction and Building Materials 175, 41-54.
    • Al-Azzawi, M., Hadi, M. and Yu, T. 2018. Factors affecting the bond strength between the fly ash-based geopolymer concrete and steel reinforcement. Structures, 14, 262-272.
    • Wang, D.Y., Wang, Z.Y., Yu, T. and Li, H. 2018. Seismic performance of CFRP-retrofitted large-scale rectangular RC columns under lateral loading in different directions. Composite Structures, 192, 475-488.
    • Feng, P, Cheng, S. and Yu, T. 2018. Seismic performance of hybrid columns of concrete-filled square steel tube with FRP-confined concrete core. Journal of Composites for Construction, 22, No. 4, 04018015.
    • Goaiz, H.A., Yu, T.and Hadi, M. 2018. Quality evaluation tests for tensile strength of reactive powder concrete. Journal of Materials in Civil Engineering, 30, No. 5, 04018070.
    • Teng, J.G., Wang, Z.H., Yu, T., Zhao, Y. and Li, L.J. 2018. Double-tube concrete columns with a highstrength internal steel tube: Concept and behaviour under axial compression. Advances in Structural Engineering, 21, No. 10, 1585-1594.
    • Goaiz, H.A., Yu, T. 2008. Tracking historical lead pollution in the coastal area adjacent to the Yangtze River Estuary using lead isotopic compositions. Environmental Pollution, 156, 1325-1331.
    • Zhang, S.S., Yu, T. and Chen, G.M. 2017. Reinforced concrete beams strengthened in flexure with nearsurface mounted (NSM) CFRP strips: Current status and research needs. Composites Part B: Engineering, 131, 30-42.
    • Zhang, S.S., and Yu, T. 2017. Effect of groove spacing on bond strength of near-surface mounted (NSM) bonded joints with multiple FRP strips. Construction and Building Materials 155, 103-113. 
    • Huang, L., Yu, T., Zhang, S.S. and Wang, Z.Y. 2017. FRP-confined concrete-encased cross-shaped steel columns: Concept and behaviour. Engineering Structures, 152, 348-358. 
    • Chan, C., Yu, T. and Zhang, S.S. 2017. Compressive behaviour of square fibre-reinforced polymerconcrete-steel hybrid multi-tube concrete columns. Advances in Structural Engineering, 21, No. 8, 1162-1172.
    • Wang, D.Y., Huang, L., Yu, T. and Wang, Z.Y. 2017. Seismic performance of CFRP- retrofitted largescale square RC columns with high axial compression ratio. Journal of Composites for Construction, ASCE, 21, No. 5, 04017031.
    • Zhang, S.S. and Yu, T. 2017. Fibre-reinforced polymer strengthening and fibre Bragg grating-based monitoring of RC cantilever slabs with insufficient anchorage length of steel bars. Advances in Structural Engineering, 20, 1684-1698.
    • Zheng, Y., Yu, T., Yang, J., Li, Y. and Sun, C. 2017. Investigation of the behaviour of reinforcement-free concrete deck slabs restrained by FRP rods. Engineering Structures, 135, 191-208.
    • Wang, D.Y., Wang, Z.Y., Smith, S.T. and Yu, T. 2017. Seismic performance of CFRP-confined circularhigh-strength concrete columns with high axial compression ratio. Construction and Building Materials, 134, 91-103.
    • Zhang, B., Teng, J.G. and Yu, T. 2017. Compressive behavior of double-skin tubular columns with highstrength concrete and a filament-wound FRP tube. Journal of Composites for Construction, ASCE, 21, No. 5, 04017029.
    • Wang, D.Y., Wang, Z.Y., Yu, T. and Li, H. 2016. Shake table tests of large-scale substandard RC frames retrofitted with CFRP wraps before earthquakes. Journal of Composites for Construction, ASCE, 21, No. 1, 04016062.
    • Wang, D.Y., Wang, Z.Y., Smith, S.T. and Yu, T. Size effect on axial stress-strain behavior of CFRPconfined square concrete columns. Construction and Building Materials, 118, 116-126.
    • Jing, D.H., Yu, T. and Liu, X.D. 2016. New configuration of transverse reinforcement for improved seismic resistance of rectangular RC columns: Concept and axial compressive behavior. Engineering Structures, 111, 383-393.
    • Zhang, S.S. and Yu, T. 2016. Analytical solution for interaction forces in beams strengthened with nearsurface mounted round bars. Construction and Building Materials, 106, 189-197.
    • Zhao, J.L., Teng, J.G., Yu, T. and Li, L.J. 2016. Behavior of large-scale hybrid FRP-concrete-steel doubleskin tubular beams with shear connectors. Journal of Composites for Construction, 20, No. 5, 04016015.
    • Lin, G., Yu, T. and Teng, J.G. 2015. Design-oriented stress-strain models for concrete under combined FRP-steel confinement. Journal of Composites for Construction, ASCE, 20, No. 4, 04015084.
    • Zhang, B., Teng, J.G. and Yu, T. 2015. Experimental behavior of hybrid FRP-concrete-steel double-skin tubular columns under combined axial compression and cyclic lateral loading. Engineering Structures, 99, 214-231.
    • Teng, J.G., Xiao, Q.G., Yu, T. and Lam, L. 2015. Three-dimensional finite element analysis of reinforced concrete columns with FRP and/or steel confinement. Engineering Structures, 97, 15-28.
    • Teng, J.G., Zhao, J.L., Yu, T., Li, L.J. and Guo, Y.C. 2015. Behavior of FRP-confined compound concrete containing recycled concrete lumps. Journal of Composites for Construction, ASCE, 20, No. 1, 04015038.
    • Fernando, D., Yu, T. and Teng, J.G. 2015. Behavior and modelling of CFRP-strengthened rectangular steel tubes subjected to a transverse end bearing load International Journal of Structural Stability and Dynamics, 15, No. 8, 1540031.
    • Teng, J.G., Fernando, D. and Yu, T. 2015. Finite element modelling of debonding failures in steel beams flexurally strengthened with CFRP laminates. Engineering Structures, 86, 213-224.
    • Teng, J.G., Lin, G. and Yu, T. 2014. Analysis-oriented stress-strain model for concrete under combined FRP-steel confinement. Journal of Composites for Construction, ASCE, 19, No. 5, 04014084.
    • Zhao, J.L., Yu, T. and Teng, J.G. 2014. Stress-strain behavior of FRP-confined recycled aggregate concrete. Journal of Composites for Construction, ASCE 19, No.3, 04014054.
    • Zhang, B., Yu, T. and Teng, J.G. 2014. Behavior of concrete-filled FRP tubes under cyclic-axial compression. Journal of Composites for Construction, ASCE, 19, No. 3, 04014060.
    • Fernando, N.D., Yu, T. and Teng, J.G. 2014. Behavior of CFRP laminates bonded to a steel substrate using a ductile adhesive. Journal of Composites for Construction, ASCE, 18, No. 2, 04013040.
    • Zhang, S.S., Teng, J.G. and Yu, T. 2014. Bond strength model for CFRP strips near-surface mounted to concrete. Journal of Composites for Construction, ASCE 18, No.3, A4014003.
    • Zhang, S.S., Teng, J.G. and Yu, T. 2013. Bond-slip model for CFRP strips near-surface mounted to concrete. Engineering Structures, 56, 945-953.
    • Fernando, N.D., Teng, J.G., Yu, T. and Zhao, X.L. 2013. Preparation and characterization of steel surfaces for adhesive bonding. Journal of Composites for Construction, ASCE, 17, No. 6, 04013012
    • Teng, J.G., Hu, Y.M. and Yu, T. 2013. Stress-strain model for concrete in FRP-confined steel tubular columns. Engineering Structures, 49, 156-167.
    • Teng, J.G., Yu, T. and Fernando, N.D. 2012. Strengthening of steel structures with fiber-reinforced polymer composites. Journal of Constructional Research, 78, 131-143.
    • Hu, Y.M., Yu, T. and Teng, J.G. 2011. FRP-confined circular concrete-filled thin steel tubes under axial compression. Journal of Composites for Construction, ASCE, 15, No. 5, 850-860.
    • Xiao, Q.G., Teng, J.G. and Yu, T. 2010. Behavior and modeling of confined high strength concrete. Journal of Composites for Construction, ASCE, 14, No. 3, 249-259.
    • Fernando, N.D., Yu, T., Teng, J.G. and Zhao, X.L. 2009. CFRP strengthening of rectangular steel tubes subjected to end bearing loads: effect of adhesive properties and finite element modelling. Thin-Walled Structures, 47, No. 10, 1020-1028.
    • Wong, Y.L., Yu, T., Teng, J.G. and Dong, S.L. 2008. Behavior of FRP confined concrete in annular section columns Composites Part B: Engineering, 39, No. 3, 451-466.
    • Teng, J.G., Yu, T., Wong, Y.L. and Dong, S.L. 2007. Hybrid FRP-concrete-steel tubular columns: concept and behavior. Construction and Building Materials, 21, No. 4, 846-854.
    • Wong, Y.L., Yu, T. and Chan, S.L. 2007. A simplified analytical method for unbraced composite frames with semi-rigid connections. Journal of Constructional Steel Research, 63, No.7, 961-969.




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