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D. Bigaud

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. Bigaud, D. / Hamelin, P. (1997): Mechanical properties prediction of textile-reinforced composite materials using a multiscale energetic approach. In: Composite Structures, v. 38, n. 1-4 ( 1997).

    https://doi.org/10.1016/s0263-8223(97)00071-8

  2. Bigaud, D. / Szostkiewicz, C. / Hamelin, P. (2003): Tearing analysis for textile reinforced soft composites under mono-axial and bi-axial tensile stresses. In: Composite Structures, v. 62, n. 2 (November 2003).

    https://doi.org/10.1016/s0263-8223(03)00099-0

  3. Bigaud, D. / Dréano, L. / Hamelin, P. (2005): Models of interactions between process, microstructure and mechanical properties of composite materials––a study of the interlock layer-to-layer braiding technique. In: Composite Structures, v. 67, n. 1 (January 2005).

    https://doi.org/10.1016/j.compstruct.2004.01.009

  4. Rochdi, E. H. / Bigaud, D. / Ferrier, E. / Hamelin, P. (2006): Ultimate behavior of CFRP strengthened RC flat slabs under a centrally applied load. In: Composite Structures, v. 72, n. 1 (January 2006).

    https://doi.org/10.1016/j.compstruct.2004.10.017

  5. Michel, L. / Ferrier, E. / Bigaud, D. / Agbossou, A. (2007): Criteria for punching failure mode in RC slabs reinforced by externally bonded CFRP. In: Composite Structures, v. 81, n. 3 (December 2007).

    https://doi.org/10.1016/j.compstruct.2006.09.008

  6. Ferrier, E. / Bigaud, D. / Clément, J. C. / Hamelin, P. (2011): Fatigue-loading effect on RC beams strengthened with externally bonded FRP. In: Construction and Building Materials, v. 25, n. 2 (February 2011).

    https://doi.org/10.1016/j.conbuildmat.2010.07.035

  7. Ferrier, E. / Bigaud, D. / Hamelin, P. / Bizindavyi, L. / Neale, K. W. (2005): Fatigue of CFRPs externally bonded to concrete. In: Materials and Structures, v. 38, n. 1 (January 2005).

    https://doi.org/10.1007/bf02480573

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