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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. Tooth, A. S. / Banks, W. M. / Rahman, D. H. A. (1988): The specially orthotropic GRP multi-layered cylindrical shell—A theoretical approach for the general loading case. In: Composite Structures, v. 9, n. 1 ( 1988).

    https://doi.org/10.1016/0263-8223(88)90031-1

  2. Tooth, A. S. / Banks, W. M. / Rahman, D. H. A. (1988): The specially orthotropic GRP multi-layered cylindrical shell—The radial patch load. In: Composite Structures, v. 9, n. 1 ( 1988).

    https://doi.org/10.1016/0263-8223(88)90032-3

  3. Tooth, A. S. / Banks, W. M. / Rahman, D. H. A. (1988): The specially orthotropic GRP multi-layered cylindrical shell—The fluid loading of the partially filled horizontal vessel or pipe. In: Composite Structures, v. 9, n. 2 ( 1988).

    https://doi.org/10.1016/0263-8223(88)90002-5

  4. Chai, G. B. / Banks, W. M. / Rhodes, J. (1991): An experimental study on laminated panels in compression. In: Composite Structures, v. 19, n. 1 ( 1991).

    https://doi.org/10.1016/0263-8223(91)90075-a

  5. Chai, G. B. / Banks, W. M. / Rhodes, J. (1991): The instability behaviour of laminated panels with elastically rotationally restrined edges. In: Composite Structures, v. 19, n. 1 ( 1991).

    https://doi.org/10.1016/0263-8223(91)90074-9

  6. Nash, D. H. / Banks, W. M. (1997): Numerical analysis of a sling support arrangement for GRP composite pressure vessels. In: Composite Structures, v. 38, n. 1-4 ( 1997).

    https://doi.org/10.1016/s0263-8223(97)00105-0

  7. David-West, O. S. / Nash, D. H. / Banks, W. M. (2008): An experimental study of damage accumulation in balanced CFRP laminates due to repeated impact. In: Composite Structures, v. 83, n. 3 (May 2008).

    https://doi.org/10.1016/j.compstruct.2007.04.015

  8. David-West, O. S. / Alexander, N. V. / Nash, D. H. / Banks, W. M. (2008): Energy absorption and bending stiffness in CFRP laminates: The effect of 45° plies. In: Thin-Walled Structures, v. 46, n. 7-9 (July 2008).

    https://doi.org/10.1016/j.tws.2008.01.024

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