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Mahadi Masud

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. Masud, Mahadi / Chen, Hongbing / Wang, Jiaji / Sawab, Jamshaid / Mo, Y. L. / Hsu, Thomas T. C. (2021): High-fidelity finite element simulation of non-contact splices in column-drilled shaft connections. In: Engineering Structures, v. 239 (July 2021).

    https://doi.org/10.1016/j.engstruct.2021.112186

  2. Masud, Mahadi / Chen, Hongbing / Sawab, Jamshaid / Huang, Hsuan-Wen / Xu, Bin / Mo, Y. L. / Hsu, Thomas T. C. (2020): Performance of non-contact lap splices in geometrically dissimilar bridge column to drilled shaft connections. In: Engineering Structures, v. 209 (April 2020).

    https://doi.org/10.1016/j.engstruct.2019.110000

  3. Chorzepa, Mi G. / Masud, Mahadi / Yaghoobi, Amin / Jiang, Hua (2017): Impact Test: Multi-Scale Fiber-Reinforced Concrete Including Polypropylene and Steel Fibers. In: ACI Structural Journal, v. 114, n. 6 (November 2017).

    https://doi.org/10.14359/51700832

  4. Masud, Mahadi / Chorzepa, Mi Geum (2016): Impact resilience of multiscale fibre reinforced composites. In: Magazine of Concrete Research, v. 68, n. 8 (April 2016).

    https://doi.org/10.1680/jmacr.15.00184

  5. Chen, Hongbing / Masud, Mahadi / Sawab, Jamshaid / Huang, Hsuan-Wen / Xu, Bin / Mo, Y. L. / Hsu, Thomas T. C. (2018): Multiscale analysis of non-contact splices at drilled shaft to bridge column interface. In: Engineering Structures, v. 176 (December 2018).

    https://doi.org/10.1016/j.engstruct.2018.08.085

  6. Liang, Junsong / Nie, Xin / Masud, Mahadi / Li, Jie / Mo, Y. L. (2017): A study on the simulation method for fatigue damage behavior of reinforced concrete structures. In: Engineering Structures, v. 150 (November 2017).

    https://doi.org/10.1016/j.engstruct.2017.07.001

  7. Chen, Hongbing / Masud, Mahadi / Sawab, Jamshaid / Huang, Hsuan Wen / Xu, Bin / Mo, Y. L. / Hsu, Thomas T. C. (2019): Parametric study on the non-contact splices at drilled shaft to bridge column interface based on multiscale modeling approach. In: Engineering Structures, v. 180 (February 2019).

    https://doi.org/10.1016/j.engstruct.2018.11.054

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