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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. Sabzi, Javad / Esfahani, M. Reza / Ramezani, Ahmadreza / Ozbakkaloglu, Togay (2024): A comparison between the behavior of beams strengthened by FRP sheets and FRCM composites. In: Engineering Structures, v. 306 (May 2024).

    https://doi.org/10.1016/j.engstruct.2024.117796

  2. Sabzi, Javad / Esfahani, M. Reza / Ozbakkaloglu, Togay / Gholampour, Aliakbar / Masoodi, Amir R. (2024): Rehabilitation of reinforced concrete beam: Sustainable restoration mortar with waste materials. In: Case Studies in Construction Materials, v. 20 (July 2024).

    https://doi.org/10.1016/j.cscm.2023.e02827

  3. Ramezani, Ahmadreza / Esfahani, Mohammad Reza / Sabzi, Javad (2023): Strengthening of reinforced concrete beams using fiber-reinforced cementitious matrix systems fabricated with custom-designed mortar and fabrics. In: Frontiers of Structural and Civil Engineering, v. 17, n. 7 (July 2023).

    https://doi.org/10.1007/s11709-023-0967-9

  4. Arabshahi, Alireza / Tavakol, Masoumeh / Sabzi, Javad / Gharaei-Moghaddam, Nima (2022): Prediction of the effective moment of inertia for concrete beams reinforced with FRP bars using an evolutionary algorithm. In: Structures, v. 35 (January 2022).

    https://doi.org/10.1016/j.istruc.2021.11.011

  5. Sabzi, Javad / Esfahani, M. Reza / Ozbakkaloglu, Togay / Farahi, Behrouz (2020): Effect of concrete strength and longitudinal reinforcement arrangement on the performance of reinforced concrete beams strengthened using EBR and EBROG methods. In: Engineering Structures, v. 205 (February 2020).

    https://doi.org/10.1016/j.engstruct.2019.110072

  6. Sabzi, Javad / Esfahani, M. Reza (2018): Effects of tensile steel bars arrangement on concrete cover separation of RC beams strengthened by CFRP sheets. In: Construction and Building Materials, v. 162 (February 2018).

    https://doi.org/10.1016/j.conbuildmat.2017.12.053

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