PSI - Issue 64

Haider Mraih et al. / Procedia Structural Integrity 64 (2024) 1402–1410 Haider Maih/ Structural Integrity Procedia 00 (2019) 000–000

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MICALLEF, K., SAGASETA, J., RUIZ, M. F. & MUTTONI, A. 2014. Assessing punching shear failure in reinforced concrete flat slabs subjected to localised impact loading. International Journal of Impact Engineering, 71 , 17-33. NGUYEN, B. & BRILAKIS, I. 2016. Understanding the problem of bridge and tunnel strikes caused by over -height vehicles. Transportation research procedia, 14 , 3915-3924. PHAM, T. M. & HAO, H. Review of concrete structures strengthened with FRP against impact loading. Structures, 2016. Elsevier, 59-70. PHAM, T. M. & HAO, H. 2017. Behavior of fiber -reinforced polymer-strengthened reinforced concrete beams under static and impact loads. International Journal of Protective Structures, 8 , 3-24. QIAO, P., YANG, M., MOSALLAM, A. & SONG, G. 2008. An over -height collision protection system of sandwich polymer composites integrated with remote monitoring for concrete bridge girders. University of Akron. Dept. of Civil Engineering. SAATCI, S. & VECCHIO, F. J. 2009. Effects of shear mechanisms on impact behavior of reinforced concrete beams. ACI structural Journal . SHINOZAKI, H., PANDEY, G., MUTSUYOSHI, H. & ARAVINTHAN, T. AFRP retrofitting of RC structures in Japan. Proceedings of the 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), 2008. Taylor & Francis (CRC Press), 411-417. SHOKRIEH, M. M. & OMIDI, M. J. 2009. Tension behavior of unidirectional glass/epoxy composites under different strain rates. Composite structures, 88 , 595-601. SINH, L. H., KOMURO, M., KAWARAI, T. & KISHI, N. 2022. Failure Modes of Reinforced Concrete Beams Strengthened in Flexure with Externally Bonded Aramid Fiber-Reinforced Polymer Sheets under Impact Loading. Buildings, 12 , 584. STATELINE. 2019. Trucks vs. Bridges: Dangerous and Costly [Online]. Stateline. Available: https://stateline.org/2019/12/06/trucks-vs-bridges-dangerous-and-costly/ [Accessed 22/2 2024]. SUTER, R. & CHANG, K. Reinforcement of bridge piers with FRP sheets to resist vehicle impact: tests on large concrete columns reinforced with aramid sheets. FRP Composites in Civil Engineering. Proceedings of the International Conference on FRP composites in Civil EngineeringHong Kong Institution of Engineers, Hong Kong Institution of Steel Construction, 2001. TANG, T. 2002. Behavior of concrete beams retrofitted with composite laminates under impact loading. The University of Arizona. TANG, T. & SAADATMANESH, H. 2005. Analytical and experimental studies of fiber -reinforced polymer strengthened concrete beams under impact loading. ACI structural journal, 102 , 139. TENG, J., CHEN, J.- F., SMITH, S. T. & LAM, L. 2002. FRP: strengthened RC structures . VAN DINGENEN, J. 1989. High performance dyneema fibres in composites. Materials & Design, 10 , 101-104. WU, Z., GU, D., WU, G. & HIRAHATA, H. Seismic performance of RC columns strengthened with Dyneema fiber reinforced polymer sheets. 4th International Conference on Earthquake Engineering, Taipei, Taiwan October, 2006. 12-13. XIANG, Z. & BIN, X. 2012. Experimental study on the impact -resistant behavior of RC beams without shear-resistant rebar. China Civil Engineering Journal, 45 , 63-73. XU, J., DEMARTINO, C., SHAN, B., HEO, Y. & XIAO, Y. J. C. S. 2020. Experimental investigation on performance of cantilever CFRP-wrapped circular RC columns under lateral low-velocity impact. 242 , 112143. ZHAO, Y., CAO, M., LUM, W., TAN, V. & TAY, T. 2018. Interlaminar fracture toughness of hybrid woven carbon Dyneema composites. Composites Part A: Applied Science and Manufacturing, 114 , 377-387. ZHOU, E. A. 2021. Effectiveness of CFRP seismic-retrofit of circular RC bridge piers under vehicular lateral impact loading. 243 , 112602.