Numerical Investigation of Cracks at Girder Ends of Prefabricated Post-Tensioned Prestressed Concrete I-Girders
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-2464-z.pdf
Reference25 articles.
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3. Arab AA, Badie SS, Manzari MT (2011) A methodological approach for finite element modeling of pretensioned concrete members at the release of pretensioning. Engineering Structures 33(6):1918–1929, DOI: https://doi.org/10.1016/j.engstruct.2011.02.028
4. Ayoub A, Filippou FC (2009) Finite-element model for pretensioned prestressed concrete girders. Journal of Structure Engineering 136:401–409, DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000132
5. Brenkus NR, Tatar J, Hamilton HR, Consolazio GR (2019) Simplified finite element modeling of post-tensioned concrete members with mixed bonded and unbonded tendons. Engineering Structures 179:387–397, DOI: https://doi.org/10.1016/j.engstruct.2018.10.051
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1. Enhancing Lateral Integrity of a Prestressed Concrete Box-Girder Bridge without Transverse Diaphragms: A Study on Strengthening Methods;International Journal of Civil Engineering;2024-07-02
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