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Ahmed M. Sayed ORCID

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. Sayed, Ahmed M. (2019): Numerical study using FE simulation on rectangular RC beams with vertical circular web openings in the shear zones. In: Engineering Structures, v. 198 (November 2019).

    https://doi.org/10.1016/j.engstruct.2019.109471

  2. Diab, Hesham M. / Sayed, Ahmed M. (2020): An Anchorage Technique for Shear Strengthening of RC T-Beams Using NSM-BFRP Bars and BFRP Sheet. In: International Journal of Concrete Structures and Materials, v. 14, n. 1 (7 January 2020).

    https://doi.org/10.1186/s40069-020-00424-x

  3. Sayed, Ahmed M. (2020): Numerical Analysis of Single-Angle Steel Member Under Tension Force with Different End Deformations. In: Civil Engineering Journal, v. 6, n. 8 (1 August 2020).

    https://doi.org/10.28991/cej-2020-03091564

  4. Sayed, Ahmed M. (2020): Numerical analysis of single-angle steel member under tension load with damage in the unconnected leg. In: Structures, v. 25 (June 2020).

    https://doi.org/10.1016/j.istruc.2020.04.001

  5. Sayed, Ahmed M. / Wang, Xin / Wu, Zhishen (2013): Modeling of Shear Capacity of RC Beams Strengthened with FRP Sheets Based on FE Simulation. In: Journal of Composites for Construction, v. 17, n. 5 (October 2013).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000382

  6. Sayed, Ahmed M. / Wang, Xin / Wu, Zhishen (2014): Finite element modeling of the shear capacity of RC beams strengthened with FRP sheets by considering different failure modes. In: Construction and Building Materials, v. 59 (May 2014).

    https://doi.org/10.1016/j.conbuildmat.2014.02.044

  7. Wang, Xin / Sayed, Ahmed M. / Wu, Zhishen (2015): Modeling of the Flexural Fatigue Capacity of RC Beams Strengthened with FRP Sheets Based on Finite-Element Simulation. In: Journal of Structural Engineering (ASCE), v. 141, n. 8 (August 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001161

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