Investigation of Prestressed Concrete Bridge Girders Under Overheight Vehicle Collisions
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-63276-1_13
Reference22 articles.
1. Agrawal Anil K, Xiaochen X, Zheng C (2011) Bridge-vehicle impact assessment. No. C-07–10. University Transportation Research Center
2. Bhatti AQ, Kishi N, Mikami H, Ando T (2009) Elasto-plastic impact response analysis of shear-failure-type RC beams with shear rebars. Mater Des 30(3):502–510. https://doi.org/10.1016/j.matdes.2008.05.068
3. Pham TM, Hao H (2016) Impact behavior of FRP-strengthened RC beams without stirrups. J Compos Constr 20(4):04016011. https://doi.org/10.1061/(asce)cc.1943-5614.0000671
4. Tachibana S, Masuya H, Nakamura S (2010) Performance based design of reinforced concrete beams under impact. Nat Hazards Earth Syst Sci 10(6):1069–1078. https://doi.org/10.5194/nhess-10-1069-2010
5. Zhan T, Wang Z, Ning J (2015) Failure behaviors of reinforced concrete beams subjected to high impact loading. Eng Fail Anal 56(February):233–243. https://doi.org/10.1016/j.engfailanal.2015.02.006
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