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D. J. Oehlers

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. Sepulveda, B. D. G. / Visintin, P. / Sturm, A. B. / Oehlers, D. J. (2024): Experimental and theoretical analysis of cracking and tension stiffening in UHPFRC under high‐cycle fatigue. Dans: Structural Concrete, v. 25, n. 1 (janvier 2024).

    https://doi.org/10.1002/suco.202200815

  2. Chen, S. / Visintin, P. / Oehlers, D. J. (2022): Bond between very-high and ultra-high performance fibre reinforced concrete and profiled deck sheeting. Dans: Journal of Building Engineering, v. 52 (juillet 2022).

    https://doi.org/10.1016/j.jobe.2022.104426

  3. Sturm, A. B. / Visintin, P. / Oehlers, D. J. (2021): Design-Oriented Solutions for the Shear Capacity of Reinforced Concrete Beams with and without Fibers. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 6 (juin 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0003023

  4. Sturm, A. B. / Visintin, P. / Seracino, R. / Lucier, G. W. / Oehlers, D. J. (2020): Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons. Dans: Composite Structures, v. 243 (juillet 2020).

    https://doi.org/10.1016/j.compstruct.2020.112223

  5. Ali, M. S. Mohamed / Oehlers, D. J. / Haskett, M. / Griffith, M. C. (2012): Discrete Rotation in RC Beams. Dans: Journal of Engineering Mechanics (ASCE), v. 138, n. 11 (novembre 2012).

    https://doi.org/10.1061/(asce)em.1943-7889.0000436

  6. Visintin, P. / Sturm, A. B. / Ali, M. S. Mohamed / Oehlers, D. J. (2018): Blending macro- and micro-fibres to enhance the serviceability behaviour of UHPFRC. Dans: Australian Journal of Civil Engineering, v. 16, n. 2 ( 2018).

    https://doi.org/10.1080/14488353.2018.1463608

  7. Oehlers, D. J. / Foley, L. (1985): The Fatigue Strength of Stud Shear Connections in Composite Beams. Dans: Proceedings of the Institution of Civil Engineers, v. 79, n. 2 (juin 1985).

    https://doi.org/10.1680/iicep.1985.995

  8. Johnson, R. P. / Oehlers, D. J. (1982): Design for Longitudinal Shear in Composite L Beams. Dans: Proceedings of the Institution of Civil Engineers, v. 73, n. 1 (mars 1982).

    https://doi.org/10.1680/iicep.1982.1877

  9. Johnson, R. P. / Oehlers, D. J. (1983): Analysis and Design for Longitudinal Shear in Composite T-Beams. Dans: Proceedings of the Institution of Civil Engineers, v. 75, n. 3 (septembre 1983).

    https://doi.org/10.1680/iicep.1983.1447

  10. Johnson, R. P. / Oehlers, D. J. (1981): Analysis and Design for Longitudinal Shear in Composite T-Beams. Dans: Proceedings of the Institution of Civil Engineers, v. 71, n. 4 (décembre 1981).

    https://doi.org/10.1680/iicep.1981.1735

  11. Chen, Y. / Visintin, P. / Oehlers, D. J. (2016): Extracting Size-Dependent Stress–Strain Relationships from FRP-Confined Concrete Cylinders for Varying Diameters and Heights. Dans: Journal of Materials in Civil Engineering (ASCE), v. 28, n. 5 (mai 2016).

    https://doi.org/10.1061/(asce)mt.1943-5533.0001482

  12. Oehlers, D. J. / Visintin, P. / Lucas, W. (2016): Fundamental Mechanics Governing FRP-Retrofitted RC Beams with Anchored and Prestressed FRP Plates. Dans: Journal of Composites for Construction, v. 20, n. 6 (décembre 2016).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000710

  13. Seracino, R. / Raizal Saifulnaz, M. R. / Oehlers, D. J. (2007): Generic Debonding Resistance of EB and NSM Plate-to-Concrete Joints. Dans: Journal of Composites for Construction, v. 11, n. 1 (février 2007).

    https://doi.org/10.1061/(asce)1090-0268(2007)11:1(62)

  14. Rashid, R. / Oehlers, D. J. / Seracino, R. (2008): IC Debonding of FRP NSM and EB Retrofitted Concrete: Plate and Cover Interaction Tests. Dans: Journal of Composites for Construction, v. 12, n. 2 (avril 2008).

    https://doi.org/10.1061/(asce)1090-0268(2008)12:2(160)

  15. Oehlers, D. J. / Rashid, R. / Seracino, R. (2008): IC debonding resistance of groups of FRP NSM strips in reinforced concrete beams. Dans: Construction and Building Materials, v. 22, n. 7 (juillet 2008).

    https://doi.org/10.1016/j.conbuildmat.2007.03.021

  16. Oehlers, D. J. / Griffith, M. C. / Ali, M. S. Mohamed (2009): Ductility components and limits of FRP-plated RC structures. Dans: Construction and Building Materials, v. 23, n. 4 (avril 2009).

    https://doi.org/10.1016/j.conbuildmat.2008.03.007

  17. Oehlers, D. J. / Visintin, P. / Haskett, M. / Sebastian, W. M. (2013): Flexural ductility fundamental mechanisms governing all RC members in particular FRP RC. Dans: Construction and Building Materials, v. 49 (décembre 2013).

    https://doi.org/10.1016/j.conbuildmat.2013.02.018

  18. Chen, Y. / Zhang, T. / Visintin, P. / Oehlers, D. J. (2015): Concrete Shear-Friction Material Properties: Application to Shear Capacity of RC Beams of All Sizes. Dans: Advances in Structural Engineering, v. 18, n. 8 (août 2015).

    https://doi.org/10.1260/1369-4332.18.8.1187

  19. Chen, Y. / Visintin, P. / Oehlers, D. J. (2015): Concrete Shear-Friction Material Properties: Derivation from Actively Confined Compression Cylinder Tests. Dans: Advances in Structural Engineering, v. 18, n. 8 (août 2015).

    https://doi.org/10.1260/1369-4332.18.8.1173

  20. Oehlers, D. J. / Bui, H. D. / Russell, N. C. / Smyth, G. J. / Waters, D. R. (2001): Development of Ductility Design Guidelines for RC Beams with FRP Reinforcing Bars. Dans: Advances in Structural Engineering, v. 4, n. 3 (juillet 2001).

    https://doi.org/10.1260/1369433011502462

  21. Seracino, R. / Oehlers, D. J. / Yeo, M. F. (2003): Behaviour of Stud Shear Connectors Subjected to Bi-Directional Cyclic Loading. Dans: Advances in Structural Engineering, v. 6, n. 1 (janvier 2003).

    https://doi.org/10.1260/136943303321625748

  22. Griffith, M. C. / Wu, Y. F. / Oehlers, D. J. (2005): Behaviour of Steel Plated RC Columns Subject to Lateral Loading. Dans: Advances in Structural Engineering, v. 8, n. 4 (août 2005).

    https://doi.org/10.1260/136943305774353133

  23. Oehlers, D. J. (2006): FRP Plates Adhesively Bonded to Reinforced Concrete Beams: Generic Debonding Mechanisms. Dans: Advances in Structural Engineering, v. 9, n. 6 (décembre 2006).

    https://doi.org/10.1260/136943306779369482

  24. 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

  25. Chakrabarti, A. / Sheikh, A. H. / Griffith, M. / Oehlers, D. J. (2012): Analysis of composite beams with partial shear interactions using a higher order beam theory. Dans: Engineering Structures, v. 36 (mars 2012).

    https://doi.org/10.1016/j.engstruct.2011.12.019

  26. Jones, J. / Wu, C. / Oehlers, D. J. / Whittaker, A. S. / Sun, W. / Marks, S. / Coppola, R. (2009): Finite difference analysis of simply supported RC slabs for blast loadings. Dans: Engineering Structures, v. 31, n. 12 (décembre 2009).

    https://doi.org/10.1016/j.engstruct.2009.07.011

  27. 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

  28. Wu, C. / Oehlers, D. J. / Rebentrost, M. / Leach, J. / Whittaker, A. S. (2009): Blast testing of ultra-high performance fibre and FRP-retrofitted concrete slabs. Dans: Engineering Structures, v. 31, n. 9 (septembre 2009).

    https://doi.org/10.1016/j.engstruct.2009.03.020

  29. Chakrabarti, A. / Sheikh, A. H. / Griffith, M. / Oehlers, D. J. (2013): Dynamic Response of Composite Beams with Partial Shear Interaction Using a Higher-Order Beam Theory. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 1 (janvier 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000603

  30. Lucas, W. / Oehlers, D. J. / Ali, Mohamed (2011): Formulation of a Shear Resistance Mechanism for Inclined Cracks in RC Beams. Dans: Journal of Structural Engineering (ASCE), v. 137, n. 12 (décembre 2011).

    https://doi.org/10.1061/(asce)st.1943-541x.0000382

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