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      A simplified approach to determine the prestress loss and time-dependent deflection in cracked prestressed concrete members, prestressed with fiber reinforced polymers or steel tendons

      Engineering Structures
      Elsevier BV

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          Most cited references17

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          Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars

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            Corrosion propagation of prestressing steel strands in concrete subject to chloride attack

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              Tension-Stiffening Model for Cracked Flexural Concrete Members

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                Author and article information

                Journal
                Engineering Structures
                Engineering Structures
                Elsevier BV
                01410296
                March 2023
                March 2023
                : 279
                : 115523
                Article
                10.1016/j.engstruct.2022.115523
                9f0b3f9c-45de-44da-a159-a9b118fda680
                © 2023

                https://www.elsevier.com/tdm/userlicense/1.0/

                https://doi.org/10.15223/policy-017

                https://doi.org/10.15223/policy-037

                https://doi.org/10.15223/policy-012

                https://doi.org/10.15223/policy-029

                https://doi.org/10.15223/policy-004

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