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J. Loughlan

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

  1. Loughlan, J. / Yidris, N. / Jones, K. (2012): The failure of thin-walled lipped channel compression members due to coupled local-distortional interactions and material yielding. In: Thin-Walled Structures, v. 61 (Dezember 2012).

    https://doi.org/10.1016/j.tws.2012.03.025

  2. Loughlan, J. / Delaunoy, J.-M. (1993): The buckling of composite stiffened plates with some emphasis on the effects of fibre orientation and on loading configuration. In: Composite Structures, v. 25, n. 1-4 ( 1993).

    https://doi.org/10.1016/0263-8223(93)90196-w

  3. Loughlan, J. (1994): A finite strip analysis of the buckling characteristics of some composite stiffened shear panels. In: Composite Structures, v. 27, n. 3 ( 1994).

    https://doi.org/10.1016/0263-8223(94)90089-2

  4. Loughlan, J. (1994): The buckling performance of composite stiffened panel structures subjected to combined in-plane compression and shear loading. In: Composite Structures, v. 29, n. 2 ( 1994).

    https://doi.org/10.1016/0263-8223(94)90100-7

  5. Loughlan, J. / Ata, M. (1995): The restrained torsional response of open section carbon fibre composite beams. In: Composite Structures, v. 32, n. 1-4 ( 1995).

    https://doi.org/10.1016/0263-8223(95)00050-x

  6. Thompson, S. P. / Loughlan, J. (1995): The active buckling control of some composite column strips using piezoceramic actuators. In: Composite Structures, v. 32, n. 1-4 ( 1995).

    https://doi.org/10.1016/0263-8223(95)00048-8

  7. Eiblmeier, J. / Loughlan, J. (1995): The buckling response of carbon fibre composite panels with reinforced cut-outs. In: Composite Structures, v. 32, n. 1-4 ( 1995).

    https://doi.org/10.1016/0263-8223(95)00049-6

  8. Loughlan, J. (1996): The buckling of composite stiffened box sections subjected to compression and bending. In: Composite Structures, v. 35, n. 1 ( 1996).

    https://doi.org/10.1016/0263-8223(96)00027-x

  9. Loughlan, J. / Ata, M. (1997): The behaviour of open and closed section carbon fibre composite beams subjected to constrained torsion. In: Composite Structures, v. 38, n. 1-4 ( 1997).

    https://doi.org/10.1016/s0263-8223(97)00101-3

  10. Thompson, S. P. / Loughlan, J. (1997): Adaptive post-buckling response of carbon fibre composite plates employing SMA actuators. In: Composite Structures, v. 38, n. 1-4 ( 1997).

    https://doi.org/10.1016/s0263-8223(97)00104-9

  11. Eiblmeier, J. / Loughlan, J. (1997): The influence of reinforcement ring width on the buckling response of carbon fibre composite panels with circular cut-outs. In: Composite Structures, v. 38, n. 1-4 ( 1997).

    https://doi.org/10.1016/s0263-8223(97)00099-8

  12. Loughlan, J. / Ata, M. (1998): Variable twist torsion tests on carbon fibre composite beams. In: Composite Structures, v. 42, n. 4 (August 1998).

    https://doi.org/10.1016/s0263-8223(98)00077-4

  13. Thompson, S. P. / Loughlan, J. (2001): Enhancing the post-buckling response of a composite panel structure utilising shape memory alloy actuators – a smart structural concept. In: Composite Structures, v. 51, n. 1 (Januar 2001).

    https://doi.org/10.1016/s0263-8223(00)00097-0

  14. Loughlan, J. (2002): The influence of mechanical couplings on the compressive stability of anti-symmetric angle-ply laminates. In: Composite Structures, v. 57, n. 1-4 (Juli 2002).

    https://doi.org/10.1016/s0263-8223(02)00116-2

  15. Loughlan, J. / Thompson, S. P. / Smith, H. (2002): Buckling control using embedded shape memory actuators and the utilisation of smart technology in future aerospace platforms. In: Composite Structures, v. 58, n. 3 (November 2002).

    https://doi.org/10.1016/s0263-8223(02)00193-9

  16. Ovesy, H. R. / Loughlan, J. / Ghannadpour, S. A. M. / Morada, G. (2006): Geometric non-linear analysis of box sections under end shortening, using three different versions of the finite-strip method. In: Thin-Walled Structures, v. 44, n. 6 (Juni 2006).

    https://doi.org/10.1016/j.tws.2006.05.006

  17. Loughlan, J. / Yidris, N. / Cunningham, P. R. (2011): The effects of local buckling and material yielding on the axial stiffness and failure of uniformly compressed I-section and box-section struts. In: Thin-Walled Structures, v. 49, n. 2 (Februar 2011).

    https://doi.org/10.1016/j.tws.2010.11.004

  18. Loughlan, J. / Hussain, N. (2014): The in-plane shear failure of transversely stiffened thin plates. In: Thin-Walled Structures, v. 81 (August 2014).

    https://doi.org/10.1016/j.tws.2014.02.027

  19. Ovesy, H. R. / Loughlan, J. / Ghannadpour, S. A. M. (2006): Geometric non-linear analysis of channel sections under end shortening, using different versions of the finite strip method. In: Computers & Structures, v. 84, n. 13-14 (Mai 2006).

    https://doi.org/10.1016/j.compstruc.2006.02.010

  20. Zhou, G. / Sim, L. M. / Loughlan, J. (2004): Damage evaluation of smart composite beams using embedded extrinsic Fabry–Perot interferometric strain sensors: bending stiffness assessment. In: Smart Materials and Structures, v. 13, n. 6 (Dezember 2004).

    https://doi.org/10.1088/0964-1726/13/6/003

  21. Loughlan, J. / Hussain, N. (2016): The Post-buckled Failure of Steel Plate Shear Webs With Centrally Located Circular Cut-outs. In: Structures, v. 8 (November 2016).

    https://doi.org/10.1016/j.istruc.2016.05.010

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