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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. Zhang, S. S. / Wang, J. J. / Lin, Guan / Yu, T. / Fernando, D. (2023): Stress-strain models for ultra-high performance concrete (UHPC) and ultra-high performance fiber-reinforced concrete (UHPFRC) under triaxial compression. Dans: Construction and Building Materials, v. 370 (mars 2023).

    https://doi.org/10.1016/j.conbuildmat.2023.130658

  2. Jedrzejko, M. J. / Zhang, S. S. / Ke, Y. / Fernando, D. / Nie, X. F. (2022): Shear strengthening of RC beams with NSM FRP. I: Review of strength models. Dans: Advances in Structural Engineering, v. 26, n. 3 (septembre 2022).

    https://doi.org/10.1177/13694332221125832

  3. Ke, Y. / Zhang, S. S. / Jedrzejko, M. J. / Fernando, D. / Nie, X. F. (2022): Shear strengthening of RC beams with NSM FRP. II: Assessment of strength models. Dans: Advances in Structural Engineering, v. 26, n. 3 (septembre 2022).

    https://doi.org/10.1177/13694332221125830

  4. Doroudi, Y. / Fernando, D. / Hosseini, A. / Ghafoori, E. (2021): Behavior of cracked steel plates strengthened with adhesively bonded CFRP laminates under fatigue Loading: Experimental and analytical study. Dans: Composite Structures, v. 266 (juin 2021).

    https://doi.org/10.1016/j.compstruct.2021.113816

  5. Fernando, D. / Teng, J. G. / Quach, W. M. / De Waal, L. (2020): Full-range stress-strain model for stainless steel alloys. Dans: Journal of Constructional Steel Research, v. 173 (octobre 2020).

    https://doi.org/10.1016/j.jcsr.2020.106266

  6. Fernando, D. / Yu, T. / Teng, J. G. / Zhao, X. L. (2009): CFRP strengthening of rectangular steel tubes subjected to end bearing loads: Effect of adhesive properties and finite element modelling. Dans: Thin-Walled Structures, v. 47, n. 10 (octobre 2009).

    https://doi.org/10.1016/j.tws.2008.10.008

  7. Doroudi, Y. / Fernando, D. / Nguyen, V. T. / Torres, J. P. (2019): Experimental Study on CFRP-to-Steel Bonded Interfaces under Quasi-Static Cyclic Loading. Dans: Journal of Composites for Construction, v. 23, n. 4 (août 2019).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000945

  8. Teng, J. G. / Yu, T. / Fernando, D. (2012): Strengthening of steel structures with fiber-reinforced polymer composites. Dans: Journal of Constructional Steel Research, v. 78 (novembre 2012).

    https://doi.org/10.1016/j.jcsr.2012.06.011

  9. Fernando, D. / Teng, J. G. / Yu, T. / Zhao, X. L. (2013): Preparation and Characterization of Steel Surfaces for Adhesive Bonding. Dans: Journal of Composites for Construction, v. 17, n. 6 (décembre 2013).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000387

  10. Fernando, D. / Yu, T. / Teng, J. G. (2014): Behavior of CFRP Laminates Bonded to a Steel Substrate Using a Ductile Adhesive. Dans: Journal of Composites for Construction, v. 18, n. 2 (avril 2014).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000439

  11. Wang, C. M. / Ke, L. L. / Roy Chowdhury, A. N. / Yang, J. / Kitipornchai, S. / Fernando, D. (2017): Critical examination of midplane and neutral plane formulations for vibration analysis of FGM beams. Dans: Engineering Structures, v. 130 (janvier 2017).

    https://doi.org/10.1016/j.engstruct.2016.10.051

  12. Teng, J. G. / Fernando, D. / Yu, T. (2015): Finite element modelling of debonding failures in steel beams flexurally strengthened with CFRP laminates. Dans: Engineering Structures, v. 86 (mars 2015).

    https://doi.org/10.1016/j.engstruct.2015.01.003

  13. Fernando, D. / Frangi, A. / Kobel, P. (2016): Behaviour of basalt fibre reinforced polymer strengthened timber laminates under tensile loading. Dans: Engineering Structures, v. 117 (juin 2016).

    https://doi.org/10.1016/j.engstruct.2016.03.009

  14. Fernando, D. / Wang, C. M. / Roy Chowdhury, A. N. (2018): Vibration of laminated-beams based on reference-plane formulation: Effect of end supports at different heights of the beam. Dans: Engineering Structures, v. 159 (mars 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.004

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