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D. J. Oehlers

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. 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. In: Structural Concrete, v. 25, n. 1 (January 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. In: Journal of Building Engineering, v. 52 (July 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. In: Journal of Structural Engineering (ASCE), v. 147, n. 6 (June 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. In: Composite Structures, v. 243 (July 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. In: Journal of Engineering Mechanics (ASCE), v. 138, n. 11 (November 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. In: 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. In: Proceedings of the Institution of Civil Engineers, v. 79, n. 2 (June 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. In: Proceedings of the Institution of Civil Engineers, v. 73, n. 1 (March 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. In: Proceedings of the Institution of Civil Engineers, v. 75, n. 3 (September 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. In: Proceedings of the Institution of Civil Engineers, v. 71, n. 4 (December 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. In: Journal of Materials in Civil Engineering (ASCE), v. 28, n. 5 (May 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. In: Journal of Composites for Construction, v. 20, n. 6 (December 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. In: Journal of Composites for Construction, v. 11, n. 1 (February 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. In: Journal of Composites for Construction, v. 12, n. 2 (April 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. In: Construction and Building Materials, v. 22, n. 7 (July 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. In: Construction and Building Materials, v. 23, n. 4 (April 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. In: Construction and Building Materials, v. 49 (December 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. In: Advances in Structural Engineering, v. 18, n. 8 (August 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. In: Advances in Structural Engineering, v. 18, n. 8 (August 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. In: Advances in Structural Engineering, v. 4, n. 3 (July 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. In: Advances in Structural Engineering, v. 6, n. 1 (January 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. In: Advances in Structural Engineering, v. 8, n. 4 (August 2005).

    https://doi.org/10.1260/136943305774353133

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

  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. In: Engineering Structures, v. 36 (March 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. In: Engineering Structures, v. 31, n. 12 (December 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. In: Engineering Structures, v. 21, n. 5 (May 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. In: Engineering Structures, v. 31, n. 9 (September 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. In: Journal of Structural Engineering (ASCE), v. 139, n. 1 (January 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. In: Journal of Structural Engineering (ASCE), v. 137, n. 12 (December 2011).

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

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