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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. Ghosh, A. / Oehlers, D. J. / Wahab, M. A. (1996): Linear fracture envelopes for fatigue assessment of welds in bridges. In: Structural Engineering and Mechanics, v. 4, n. 4 (July 1996).

    https://doi.org/10.12989/sem.1996.4.4.347

  2. Sturm, A. B. / Visintin, P. / Oehlers, D. J. (2021): Mechanics of Shear Failure in Fiber-Reinforced Concrete Beams. In: Journal of Structural Engineering (ASCE), v. 147, n. 3 (March 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002934

  3. Sturm, A. B. / Visintin, P. / Oehlers, D. J. (2019): Rational Design Approach for the Instantaneous and Time-Dependent Serviceability Deflections and Crack Widths of FRC and UHPFRC Continuous and Simply Supported Beams. In: Journal of Structural Engineering (ASCE), v. 145, n. 11 (November 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002423

  4. 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

  5. Seracino, R. / Kerby-Eaton, S. E. / Oehlers, D. J. (2005): Interface friction in the service load assessment of slab-on-girder bridge beams. In: Steel and Composite Structures, v. 5, n. 4 (August 2005).

    https://doi.org/10.12989/scs.2005.5.4.259

  6. Su, Y. / Wu, C. / Oehlers, D. J. (2013): Modelling of the concrete compressive failure mechanism. In: Australian Journal of Structural Engineering, v. 14, n. 1 ( 2013).

    https://doi.org/10.7158/s12-023.2013.14.3

  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. Kashyap, J. / Griffith, M. C. / Ali, M. S. Mohamed / Oehlers, D. J. (2011): Prediction of Load-Slip Behavior of FRP Retrofitted Masonry. In: Journal of Composites for Construction, v. 15, n. 6 (December 2011).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000224

  9. Xie, T. / Ali, M. S. Mohamed / Visintin, P. / Oehlers, D. J. / Sheikh, A. H. (2018): Partial Interaction Model of Flexural Behavior of PVA Fiber–Reinforced Concrete Beams with GFRP Bars. In: Journal of Composites for Construction, v. 22, n. 5 (October 2018).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000878

  10. Liu, I. S. / Oehlers, D. J. / Seracino, R. (2006): Moment Redistribution in FRP and Steel-Plated Reinforced Concrete Beams. In: Journal of Composites for Construction, v. 10, n. 2 (April 2006).

    https://doi.org/10.1061/(asce)1090-0268(2006)10:2(115)

  11. Oehlers, D. J. / Liu, I. S. T. / Seracino, R. / Ali, M. S. Mohamed (2004): Prestress model for shear deformation debonding of FRP- and steel-plated RC beams. In: Magazine of Concrete Research, v. 56, n. 8 (October 2004).

    https://doi.org/10.1680/macr.2004.56.8.475

  12. Nguyen, N. T. / Oehlers, D. J. / Bradford, M. A. (1998): Models for the Flexural Peeling of Angle Plates Adhesively Bonded to R-C Beams. In: Advances in Structural Engineering, v. 1, n. 4 (October 1998).

    https://doi.org/10.1177/136943329800100405

  13. Ali, M. S. Mohamed / Oehlers, D. J. / Bradford, M. A. (2002): Interaction between Flexure and Shear on the Debonding of RC Beams Retrofitted with Compression Face Plates. In: Advances in Structural Engineering, v. 5, n. 4 (October 2002).

    https://doi.org/10.1260/136943302320974590

  14. Knight, D. / Visintin, P. / Oehlers, D. J. / Jumaat, M. Z. (2013): Incorporating Residual Strains in the Flexural Rigidity of RC Members with Varying Degrees of Prestress and Cracking. In: Advances in Structural Engineering, v. 16, n. 10 (October 2013).

    https://doi.org/10.1260/1369-4332.16.10.1701

  15. Oehlers, D. J. / Campbell, L. / Haskett, M. / Antram, P. / Byrne, R. (2006): Moment Redistribution in RC Beams Retrofitted by Longitudinal Plating. In: Advances in Structural Engineering, v. 9, n. 2 (April 2006).

    https://doi.org/10.1260/136943306776986921

  16. Haskett, M. / Ali, M. S. Mohamed / Oehlers, D. J. / Wu, C. (2009): Influence of Bond on the Hinge Rotation of FRP Plated Beams. In: Advances in Structural Engineering, v. 12, n. 6 (December 2009).

    https://doi.org/10.1260/136943309790327725

  17. Oehlers, D. J. / Haskett, M. / Ali, M. S. Mohamed / Griffith, M. C. (2010): Moment redistribution in reinforced concrete beams. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 163, n. 3 (June 2010).

    https://doi.org/10.1680/stbu.2010.163.3.165

  18. Visintin, P. / Oehlers, D. J. / Wu, C. / Haskett, M. (2012): A mechanics solution for hinges in RC beams with multiple cracks. In: Engineering Structures, v. 36 (March 2012).

    https://doi.org/10.1016/j.engstruct.2011.11.028

  19. Visintin, P. / Oehlers, D. J. / Haskett, M. (2013): Partial-interaction time dependent behaviour of reinforced concrete beams. In: Engineering Structures, v. 49 (April 2013).

    https://doi.org/10.1016/j.engstruct.2012.11.025

  20. Seracino, R. / Oehlers, D. J. / Yeo, M. F. (2001): Partial-interaction flexural stresses in composite steel and concrete bridge beams. In: Engineering Structures, v. 23, n. 9 (September 2001).

    https://doi.org/10.1016/s0141-0296(00)00121-8

  21. Visintin, P. / Oehlers, D. J. / Muhamad, R. / Wu, C. (2013): Partial-interaction short term serviceability deflection of RC beams. In: Engineering Structures, v. 56 (November 2013).

    https://doi.org/10.1016/j.engstruct.2013.06.021

  22. Oehlers, D. J. / Liu, I. S. T. / Ju, G. / Seracino, R. (2004): Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approach. In: Engineering Structures, v. 26, n. 14 (December 2004).

    https://doi.org/10.1016/j.engstruct.2004.08.004

  23. Oehlers, D. J. / Ju, G. / Liu, I. S. T. / Seracino, R. (2004): Moment redistribution in continuous plated RC flexural members. Part 1: neutral axis depth approach and tests. In: Engineering Structures, v. 26, n. 14 (December 2004).

    https://doi.org/10.1016/j.engstruct.2004.08.003

  24. Ali, M. S. Mohamed / Oehlers, D. J. / Griffith, M. C. / Seracino, R. (2008): Interfacial stress transfer of near surface-mounted FRP-to-concrete joints. In: Engineering Structures, v. 30, n. 7 (July 2008).

    https://doi.org/10.1016/j.engstruct.2007.12.006

  25. Oehlers, D. J. (1997): Longitudinal splitting in the anchorage zones of post-tensioned members. In: Magazine of Concrete Research, v. 49, n. 180 (September 1997).

    https://doi.org/10.1680/macr.1997.49.180.173

  26. Oehlers, D. J. / Ghosh, A. / Wahab, M. (1995): Residual Strength Approach to Fatigue Design and Analysis. In: Journal of Structural Engineering (ASCE), v. 121, n. 9 (September 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:9(1271)

  27. Visintin, P. / Oehlers, D. J. / Haskett, M. / Wu, C. (2013): Mechanics-Based Hinge Analysis for Reinforced Concrete Columns. In: Journal of Structural Engineering (ASCE), v. 139, n. 11 (November 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000761

  28. Wu, Y. F. / Griffith, M. C. / Oehlers, D. J. (2003): Improving the Strength and Ductility of Rectangular Reinforced Concrete Columns through Composite Partial Interaction: Tests. In: Journal of Structural Engineering (ASCE), v. 129, n. 9 (September 2003).

    https://doi.org/10.1061/(asce)0733-9445(2003)129:9(1183)

  29. Ali, M. S. Mohamed / Oehlers, D. J. / Griffith, M. C. (2010): The Residual Strength of Confined Concrete. In: Advances in Structural Engineering, v. 13, n. 4 (August 2010).

    https://doi.org/10.1260/1369-4332.13.4.603

  30. Sturm, A. B. / Visintin, P. / Farries, K. / Oehlers, D. J. (2018): New Testing Approach for Extracting the Shear Friction Material Properties of Ultra-High-Performance Fiber-Reinforced Concrete. In: Journal of Materials in Civil Engineering (ASCE), v. 30, n. 10 (October 2018).

    https://doi.org/10.1061/(asce)mt.1943-5533.0002427

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