Experimental and Theoretical Study on the Shear Performance of Single-Box Double-Compartment Segmental Box Girder
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-2082-4.pdf
Reference37 articles.
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2. Ahmed GH, Aziz OQ (2019b) Shear behavior of dry and epoxied joints in precast concrete segmental box girder bridges under direct shear loading. Engineering Structures 182:89–100, DOI: https://doi.org/10.1016/j.engstruct.2018.12.070
3. Ahmed GH, Aziz OQ (2020) Stresses, deformations and damages of various joints in precast concrete segmental box girder bridges subjected to direct shear loading. Engineering Structures 206(2020):1–16, DOI: https://doi.org/10.1016/j.engstruct.2019.110151
4. Algorafi MA, Ali AAA, Othman I, Jaafar MS, Anwar MP (2010) Experimental study of externally prestressed segmental beam under torsion. Engineering Structures 32(2010):3528–3538, DOI: https://doi.org/10.1016/j.engstruct.2010.07.021
5. Bae JH, Hwang HH, Park SY (2019) Structural safety evaluation of precast, prestressed concrete deck slabs cast using 120-MPa High-performance concrete with a Reinforced Joint. Materials (Basel) 12(3040):1–11, DOI: https://doi.org/10.3390/ma12183040
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