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C. Miàs

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. Sharaky, I. A. / Torres, L. / Baena, M. / Miàs, C. (2013): An experimental study of different factors affecting the bond of NSM FRP bars in concrete. In: Composite Structures, v. 99 (May 2013).

    https://doi.org/10.1016/j.compstruct.2012.12.014

  2. Miàs, C. / Torres, L. / Turon, A. / Barris, C. (2013): Experimental study of immediate and time-dependent deflections of GFRP reinforced concrete beams. In: Composite Structures, v. 96 (February 2013).

    https://doi.org/10.1016/j.compstruct.2012.08.052

  3. Baena, M. / Turon, A. / Torres, Ll. / Miàs, C. (2011): Experimental study and code predictions of fibre reinforced polymer reinforced concrete (FRP RC) tensile members. In: Composite Structures, v. 93, n. 10 (September 2011).

    https://doi.org/10.1016/j.compstruct.2011.04.012

  4. Miàs, C. / Torres, Ll. / Turon, A. / Baena, M. / Barris, C. (2010): A simplified method to obtain time-dependent curvatures and deflections of concrete members reinforced with FRP bars. In: Composite Structures, v. 92, n. 8 (July 2010).

    https://doi.org/10.1016/j.compstruct.2010.01.016

  5. Miàs, C. / Torres, Ll / Turon, A. / Sharaky, I. A. (2013): Effect of material properties on long-term deflections of GFRP reinforced concrete beams. In: Construction and Building Materials, v. 41 (April 2013).

    https://doi.org/10.1016/j.conbuildmat.2012.11.055

  6. Torres, Ll. / Miàs, C. / Turon, A. / Baena, M. (2012): A rational method to predict long-term deflections of FRP reinforced concrete members. In: Engineering Structures, v. 40 (July 2012).

    https://doi.org/10.1016/j.engstruct.2012.02.021

  7. Barris, C. / Torres, L. / Vilanova, I. / Miàs, C. / Llorens, M. (2017): Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams. In: Engineering Structures, v. 131 (January 2017).

    https://doi.org/10.1016/j.engstruct.2016.11.007

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