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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2023): Lateral‐Torsional Buckling of welded I‐members with flame‐cut flanges: Experimental and numerical studies. In: ce/papers, v. 6, n. 3-4 (September 2023).

    https://doi.org/10.1002/cepa.2414

  2. Beyer, André / Khelil, Abdelouahab / Bureau, Alain / Boissonnade, Nicolas (2023): Lateral torsional buckling of hot rolled channel sections – Numerical simulations and design proposal. In: ce/papers, v. 6, n. 3-4 (September 2023).

    https://doi.org/10.1002/cepa.2578

  3. Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2023): Out‐of‐plane flexural buckling design resistance of welded I‐members made of flame‐cut flanges. In: ce/papers, v. 6, n. 3-4 (September 2023).

    https://doi.org/10.1002/cepa.2415

  4. Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2024): Lateral-torsional buckling of uniform and tapered welded I-section beams. In: Engineering Structures, v. 303 (März 2024).

    https://doi.org/10.1016/j.engstruct.2023.117301

  5. Bureau, Alain / Snijder, H. H. (Bert) / Knobloch, Markus / Kuhlmann, Ulrike / Gardner, Leroy / Taras, Andreas / da Silva, Luís Simões (2022): Revision of EN 1993‐1‐1 – Design rules for structural analysis, cross‐sectional resistance and member buckling. In: Steel Construction, v. 15, n. 4 (November 2022).

    https://doi.org/10.1002/stco.202200029

  6. Lebastard, Maxime / Couchaux, Maël / Santana, Murillo V. B. / Bureau, Alain / Hjiaj, Mohammed (2022): Elastic lateral-torsional buckling of beams with warping restraints at supports. In: Journal of Constructional Steel Research, v. 197 (Oktober 2022).

    https://doi.org/10.1016/j.jcsr.2022.107410

  7. Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2022): Residual Stresses in Welded I‐section Members with Flame‐cut Flanges. In: ce/papers, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/cepa.1844

  8. Beyer, André / Delacourt, Guillaume / Bureau, Alain (2022): Resistance of Closely Spaced Back‐to‐back Connected Equal Leg Angle Sections. In: ce/papers, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/cepa.1845

  9. Bureau, Alain / Snijder, Bert / Knobloch, Markus / Kuhlmann, Ulrike / Gardner, Leroy / Taras, Andreas / da Silva, Luís (2022): Revision of EN 1993‐1‐1 – Design Rules for Member Buckling. In: ce/papers, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/cepa.1769

  10. Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2021): Lateral‐Torsional Buckling of beams with warping restraints at Supports. In: ce/papers, v. 4, n. 2-4 (September 2021).

    https://doi.org/10.1002/cepa.1548

  11. Beyer, André / Bureau, Alain / Jaspart, Jean‐Pierre (2021): Buckling resistance of compression members with back‐to‐back connected angle sections. In: ce/papers, v. 4, n. 2-4 (September 2021).

    https://doi.org/10.1002/cepa.1531

  12. Vayas, Ioannis / Jaspart, Jean‐Pierre / Bureau, Alain / Tibolt, Mike / Reygner, Sebastien / Papavasiliou, Michalis (2021): Telecommunication and transmission lattice towers from angle sections – the ANGELHY project. In: ce/papers, v. 4, n. 2-4 (September 2021).

    https://doi.org/10.1002/cepa.1283

  13. Knobloch, Markus / Bureau, Alain / Kuhlmann, Ulrike / da Silva, Luís Simões / Snijder, Hubertus H. / Taras, Andreas / Bours, Anna‐Lena / Jörg, Fabian (2020): Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3. Part 2: Member buckling design rules and further innovations. In: Steel Construction, v. 13, n. 3 (August 2020).

    https://doi.org/10.1002/stco.202000027

  14. Knobloch, Markus / Bureau, Alain / Kuhlmann, Ulrike / da Silva, Luís Simões / Snijder, Hubertus H. / Taras, Andreas / Bours, Anna‐Lena / Jörg, Fabian (2020): Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3. Part 1: Evolution of Eurocodes, background to partial factors, cross‐section classification and structural analysis. In: Steel Construction, v. 13, n. 2 (Juni 2020).

    https://doi.org/10.1002/stco.202000016

  15. Beyer, André / Bureau, Alain (2019): Simplified method for lateral‐torsional buckling of beams with lateral restraints. Evaluation of the existing Eurocode 3 approach. In: Steel Construction, v. 12, n. 4 (November 2019).

    https://doi.org/10.1002/stco.201900039

  16. Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain (2017): Tensile resistances of L-stubs. In: Journal of Constructional Steel Research, v. 138 (November 2017).

    https://doi.org/10.1016/j.jcsr.2017.06.016

  17. Beyer, André / Boissonnade, Nicolas / Khelil, Abdelouahab / Bureau, Alain (2018): Influence of assumed geometric and material imperfections on the numerically determined ultimate resistance of hot-rolled U-shaped steel members. In: Journal of Constructional Steel Research, v. 147 (August 2018).

    https://doi.org/10.1016/j.jcsr.2018.03.021

  18. Beyer, André / Boissonnade, Nicolas / Khelil, Abdelhouahab / Bureau, Alain (2017): Elastic stability of U-shaped members in bending considering pre-buckling displacements. In: Journal of Constructional Steel Research, v. 135 (August 2017).

    https://doi.org/10.1016/j.jcsr.2017.04.011

  19. Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain (2017): Effect of contact on the elastic behaviour of tensile bolted connections. In: Journal of Constructional Steel Research, v. 133 (Juni 2017).

    https://doi.org/10.1016/j.jcsr.2016.10.012

  20. Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain (2018): Tensile resistances of bolted circular flange connections. In: Engineering Structures, v. 171 (September 2018).

    https://doi.org/10.1016/j.engstruct.2018.04.004

  21. Beyer, André / Khelil, Abdelouahab / Boissonnade, Nicolas / Bureau, Alain (2017): 13.08: Plastic resistance of U sections under major-axis bending, shear force and bi-moments. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.431

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