Experimental Study on Failure Mode of Precast Assembled Segmental Beams under Impact Loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-0055-7.pdf
Reference31 articles.
1. AASHTO (2003) Guide specifications for design and construction of segmental concrete bridges: 2003 interim revisions. 2nd ed. Washington, DC: AASHTO
2. Adhikary SD, Li B, Fujikake K (2012) Dynamic behavior of reinforced concrete beams under varying rates of concentrated loading. International Journal of Impact Engineering 47:24–38, DOI: https://doi.org/10.1016/j.ijimpeng.2012.02.001
3. Ahmed GH, Aziz OQ (2019a) Influence of intensity & eccentricity of posttensioning force and concrete strength on shear behavior of epoxied joints in segmental box girder bridges. Construction and Building Materials 197:117–129, DOI: https://doi.org/10.1016/j.conbuildmat.2018.11.220
4. 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
5. Ahmed GH, Aziz OQ (2019c) Shear strength of joints in precast posttensioned segmental bridges during 1959–2019, review and analysis. Structures (20 Sep.–Oct) 527–542, DOI: https://doi.org/10.1016/j.istruc.2019.06.007
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