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Publicité

S. T. Smith ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Xu, L. J. / Lu, X. Z. / Smith, S. T. / He, S. T. (2012): Scaled model test for collision between over-height truck and bridge superstructure. Dans: International Journal of Impact Engineering, v. 49 (novembre 2012).

    https://doi.org/10.1016/j.ijimpeng.2012.05.003

  2. 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. Présenté pendant: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.

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

  3. 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. Dans: Journal of Composites for Construction, v. 27, n. 1 (février 2023).

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

  4. 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. Dans: Composite Structures, v. 256 (janvier 2021).

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

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

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

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

    https://doi.org/10.1142/s0219455403001026

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

    https://doi.org/10.1080/13287982.2010.11465057

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

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

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

    https://doi.org/10.1080/14488353.2003.11463906

  10. 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. Dans: Journal of Composites for Construction, v. 15, n. 6 (décembre 2011).

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

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

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

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

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

  13. 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. Dans: Construction and Building Materials, v. 118 (août 2016).

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

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

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

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

    https://doi.org/10.1260/136943303322419214

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

    https://doi.org/10.1260/136943306776232837

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

    https://doi.org/10.1260/136943309790327716

  18. 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. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 146, n. 2 (mai 2001).

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

  19. 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. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 156, n. 1 (février 2003).

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

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

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

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

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

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

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

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

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

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

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

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

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

  26. 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. Dans: Construction and Building Materials, v. 16, n. 1 (février 2002).

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

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

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

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

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

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