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S. T. Smith ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Gravina, R. J. / Li, J. / Aydin, H. / Setunge, S. / Visintin, P. / Smith, S. T. / Al-Mahaidi, R. (2018): Bond Performance of F RP-Strengthened Reinforced Concrete In Aggressive Environmental Conditions. Presented at: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.

    https://doi.org/10.1201/9781315189390-33

  2. Ke, Y. / Zhang, S. S. / Smith, S. T. / Yu, T. (2023): Novel Embedded FRP Anchor for RC Beams Strengthened in Flexure with NSM FRP Bars: Concept and Behavior. In: Journal of Composites for Construction, v. 27, n. 1 (February 2023).

    https://doi.org/10.1061/(asce)cc.1943-5614.0001279

  3. Zhang, S. S. / Ke, Y. / Smith, S. T. / Zhu, H. P. / Wang, Z. L. (2021): Effect of FRP U-jackets on the behaviour of RC beams strengthened in flexure with NSM CFRP strips. In: Composite Structures, v. 256 (January 2021).

    https://doi.org/10.1016/j.compstruct.2020.113095

  4. Zhang, H. W. / Smith, S. T. (2012): FRP-to-concrete joint assemblages anchored with multiple FRP anchors. In: Composite Structures, v. 94, n. 2 (January 2012).

    https://doi.org/10.1016/j.compstruct.2011.07.025

  5. Smith, S. T. / Bradford, M. A. / Oehlers, D. J. (2003): Inelastic Buckling of Rectangular Steel Plates Using A Rayleigh–ritz Method. In: International Journal of Structural Stability and Dynamics, v. 3, n. 4 (December 2003).

    https://doi.org/10.1142/s0219455403001026

  6. Smith, S. T. / Kim, S. J. (2010): Deflection Calculation of Frp-Strengthened Reinforced Concrete Flexural Members. In: Australian Journal of Structural Engineering, v. 11, n. 1 ( 2010).

    https://doi.org/10.1080/13287982.2010.11465057

  7. Bradford, M. A. / Smith, S. T. / Oehlers, D. J. (2000): Semi-compact steel plates with unilateral restraint subjected to bending, compression and shear. In: Journal of Constructional Steel Research, v. 56, n. 1 (October 2000).

    https://doi.org/10.1016/s0143-974x(99)00073-5

  8. Smith, S. T. / Gilbert, R. I. (2003): Tests on RC slabs reinforced with 500 MPa welded wire fabric. In: Australian Journal of Civil Engineering, v. 1, n. 1 ( 2003).

    https://doi.org/10.1080/14488353.2003.11463906

  9. Seliem, H. M. / Seracino, R. / Sumner, E. A. / Smith, S. T. (2011): Case Study on the Restoration of Flexural Capacity of Continuous One-Way RC Slabs with Cutouts. In: Journal of Composites for Construction, v. 15, n. 6 (December 2011).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000232

  10. Smith, S. T. / Kim, S. J. (2009): Strengthening of one-way spanning RC slabs with cutouts using FRP composites. In: Construction and Building Materials, v. 23, n. 4 (April 2009).

    https://doi.org/10.1016/j.conbuildmat.2008.06.005

  11. Zhang, H. W. / Smith, S. T. / Kim, S. J. (2012): Optimisation of carbon and glass FRP anchor design. In: Construction and Building Materials, v. 32 (July 2012).

    https://doi.org/10.1016/j.conbuildmat.2010.11.100

  12. Wang, D. Y. / Wang, Z. Y. / Smith, S. T. / Yu, T. (2016): Size effect on axial stress-strain behavior of CFRP-confined square concrete columns. In: Construction and Building Materials, v. 118 (August 2016).

    https://doi.org/10.1016/j.conbuildmat.2016.04.158

  13. Hadigheh, S. A. / Gravina, R. J. / Smith, S. T. (2017): Effect of acid attack on FRP-to-concrete bonded interfaces. In: Construction and Building Materials, v. 152 (October 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.06.140

  14. Smith, S. T. / Teng, J. G. (2003): Shear-Bending Interaction in Debonding Failures of FRP-Plated RC Beams. In: Advances in Structural Engineering, v. 6, n. 3 (August 2003).

    https://doi.org/10.1260/136943303322419214

  15. Gilbert, R. I. / Smith, S. T. (2006): Strain Localization and its Impact on the Ductility of Reinforced Concrete Slabs Containing Welded Wire Reinforcement. In: Advances in Structural Engineering, v. 9, n. 1 (February 2006).

    https://doi.org/10.1260/136943306776232837

  16. Kim, S. J. / Smith, S. T. (2009): Behaviour of Handmade FRP Anchors under Tensile Load in Uncracked Concrete. In: Advances in Structural Engineering, v. 12, n. 6 (December 2009).

    https://doi.org/10.1260/136943309790327716

  17. Smith, S. T. / Bradford, M. A. / Oehlers, D. J. (2001): Buckling tests on steel plates restrained at discrete points in the retrofit of reinforced concrete beams. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 146, n. 2 (May 2001).

    https://doi.org/10.1680/stbu.2001.146.2.115

  18. Teng, J. G. / Chen, J. F. / Smith, S. T. / Lam, L. (2003): Behaviour and strength of FRP-strengthened RC structures: a state-of-the-art review. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 156, n. 1 (February 2003).

    https://doi.org/10.1680/stbu.2003.156.1.51

  19. Su, R. K. L. / Siu, W. H. / Smith, S. T. (2010): Effects of bolt–plate arrangements on steel plate strengthened reinforced concrete beams. In: Engineering Structures, v. 32, n. 6 (June 2010).

    https://doi.org/10.1016/j.engstruct.2010.02.028

  20. Smith, S. T. / Bradford, M. A. / Oehlers, D. J. (1999): Elastic buckling of unilaterally constrained rectangular plates in pure shear. In: Engineering Structures, v. 21, n. 5 (May 1999).

    https://doi.org/10.1016/s0141-0296(97)00218-6

  21. Smith, S. T. / Teng, J. G. (2002): FRP-strengthened RC beams. I: review of debonding strength models. In: Engineering Structures, v. 24, n. 4 (April 2002).

    https://doi.org/10.1016/s0141-0296(01)00105-5

  22. Smith, S. T. / Teng, J. G. (2002): FRP-strengthened RC beams. II: assessment of debonding strength models. In: Engineering Structures, v. 24, n. 4 (April 2002).

    https://doi.org/10.1016/s0141-0296(01)00106-7

  23. Gravina, R. J. / Smith, S. T. (2008): Flexural behaviour of indeterminate concrete beams reinforced with FRP bars. In: Engineering Structures, v. 30, n. 9 (September 2008).

    https://doi.org/10.1016/j.engstruct.2007.12.019

  24. Smith, S. T. / Teng, J. G. (2001): Interfacial stresses in plated beams. In: Engineering Structures, v. 23, n. 7 (July 2001).

    https://doi.org/10.1016/s0141-0296(00)00090-0

  25. Teng, J. G. / Zhang, J. W. / Smith, S. T. (2002): Interfacial stresses in reinforced concrete beams bonded with a soffit plate: a finite element study. In: Construction and Building Materials, v. 16, n. 1 (February 2002).

    https://doi.org/10.1016/s0950-0618(01)00029-0

  26. Teng, J. G. / Smith, S. T. / Yao, J. / Chen, J. F. (2003): Intermediate crack-induced debonding in RC beams and slabs. In: Construction and Building Materials, v. 17, n. 6-7 (September 2003).

    https://doi.org/10.1016/s0950-0618(03)00043-6

  27. Shrestha, R. / Smith, S. T. / Samali, B. (2009): Strengthening RC beam–column connections with FRP strips. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 162, n. 5 (October 2009).

    https://doi.org/10.1680/stbu.2009.162.5.323

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