Residual performance and damage mechanism of prestressed concrete box girder bridge subjected to falling heavy object impact

References

• Abbas, A., Pullen, A., & Cotsovos, D. (2010). Structural response of RC wide beams under low-rate and impact loading. Magazine of Concrete Research, 62(10), 723–740. doi:10.1680/macr.2010.62.10.723
   Web of Science ®Google Scholar
• Adhikary, S. D., Li, B., & Fujikake, K. (2013). Strength and behavior in shear of reinforced concrete deep beams under dynamic loading conditions. Nuclear Engineering and Design, 259, 14–28. doi:10.1016/j.nucengdes.2013.02.016
   Web of Science ®Google Scholar
• Adhikary, S. D., Li, B., & Fujikake, K. (2015). Residual resistance of impact-damaged reinforced concrete beams. Magazine of Concrete Research, 67(7), 364–378. doi:10.1680/macr.14.00312
   Web of Science ®Google Scholar
• Arbanas, Z., Grosic, M., Udovic, D., & Mihalic, S. (2012). Rockfall hazard analyses and rockfall protection along the adriatic coast of croatia. Journal of Civil Engineering and Architecture, 6(3), 344–355.
   Google Scholar
• Bhatti, A. Q., Kishi, N., Mikami, H., & Ando, T. (2009). Elasto-plastic impact response analysis of shear-failure-type RC beams with shear rebars. Materials & Design, 30(3), 502–510. doi:10.1016/j.matdes.2008.05.068
   Web of Science ®Google Scholar
• Chen, W. S., Hao, H., & Chen, S. Y. (2015). Numerical analysis of prestressed reinforced concrete beam subjected to blast loading. Materials and Design, 65, 622–674.
   Web of Science ®Google Scholar
• Chen, Y., & May, I. M. (2009). Reinforced concrete member under drop-weight impacts. Structures and Buildings, 162, 45–56.
   Web of Science ®Google Scholar
• Cotsovos, D. M. (2010). A simplified approach for assessing the load-carrying capacity of reinforced concrete beams under concentrated load applied at high rates. International Journal of Impact Engineering, 37(8), 907–917. doi:10.1016/j.ijimpeng.2010.01.005
   Web of Science ®Google Scholar
• Cotsovos, D. M., Stathopoulos, N. D., & Zeris, C. A. (2008). Behaviour of RC beams subjected to high rates of concentrated loading. Journal of Structural Engineering, 134(12), 1839–1851. doi:10.1061/(ASCE)0733-9445(2008)134:12(1839)
   Web of Science ®Google Scholar
• Do, T. V., Pham, T. M., & Hao, H. (2018). Numerical investigation of the behavior of precast concrete segmental columns subjected to vehicle collision. Engineering Structures, 156, 375–393. doi:10.1016/j.engstruct.2017.11.033
   Web of Science ®Google Scholar
• Fang, Z., Tang, S., & He, X. (2012). Full-scale model tests and nonlinear analysis of prestressed concrete simply supported box girders. Engineering Sciences, 14(10), 73–81.
   Google Scholar
• Fang, Z., Wang, J., He, X., & Zhou, G. (2011). Ful-scale model test of loading behavior of prestressed concrete simply supported box girders. China Journal of Highway and Transport, 24(6), 49–56.
   Google Scholar
• Fan, W., Liu, B., & Consolazio, G. R. (2019). Residual capacity of axially loaded circular RC columns after lateral low-velocity impact. Journal of Structural Engineering, 145(6), 04019039. doi:10.1061/(ASCE)ST.1943-541X.0002324
   Web of Science ®Google Scholar
• Fan, W., Sun, Y., Yang, C., Sun, W., & He, Y. (2020). Assessing the response and fragility of concrete bridges under multi-hazard effect of vessel impact and corrosion. Engineering Structures, 225, 111279. doi:10.1016/j.engstruct.2020.111279
   Web of Science ®Google Scholar
• Fu, Y., Yu, X., Dong, X., Zhou, F., Ning, J., Li, P., & Zheng, Y. (2020). Investigating the failure behaviors of RC beams without stirrups under impact loading. International Journal of Impact Engineering, 137, 103432. doi:10.1016/j.ijimpeng.2019.103432
   Web of Science ®Google Scholar
• Fujikake, K., Senga, T., Ueda, N., Ohno, T., & Katagiri, M. (2006). Nonlinear analysis for reactive powder concrete beams under rapid flexural loadings. Journal of Advanced Concrete Technology, 4(1), 85–97. doi:10.3151/jact.4.85
   Web of Science ®Google Scholar
• Guo, W., Fan, W., Shao, X., Shen, D., & Chen, B. (2018). Constitutive model of ultra-high-performance fiber-reinforced concrete for low-velocity impact simulations. Composite Structures, 185, 307–326. doi:10.1016/j.compstruct.2017.11.022
   Web of Science ®Google Scholar
• Jiang, H., & Chorzepa, M. G. (2015). An effective numerical simulation methodology to predict the impact response of pre-stressed concrete members. Engineering Failure Analysis, 55, 63–78. doi:10.1016/j.engfailanal.2015.05.006
   Web of Science ®Google Scholar
• Jiang, J. J., Lu, X. Z., & Ye, L. P. (2005). Finite element analysis of concrete structures. Beijing: Tsinghua University Press.
   Google Scholar
• Kelly, J. (2011). The effects of impact loading on prestressed concrete beams [Doctoral dissertation, Tulane University]. Tulane University Theses and Dissertations Archive. http://www-cnki-net-s.vpn.chd.edu.cn:8080/
   Google Scholar
• Kishi, N., Mikami, H., Matsuoka, K. G., & Ando, T. (2002). Impact behavior of shear-failure-type RC Beams without Shear Rebar. International Journal of Impact Engineering, 27(9), 955–968. doi:10.1016/S0734-743X(01)00149-X
   Web of Science ®Google Scholar
• Kishi, N., Nakano, O., Matsouka, K. G., & Ando, T. (2001). Experimental study on ultimate strength of flexural-failure type RC beams under impact loading. Transactions of SmiRT, 16, 15–25.
   Google Scholar
• Kumar, V., Iqbal, M. A., & Mittal, A. K. (2017). Impact resistance of prestressed and reinforced concrete slabs under falling weight indenter. Procedia Structural Integrity, 6, 95–100. doi:10.1016/j.prostr.2017.11.015
   Google Scholar
• Li, H., Chen, W., & Hao, H. (2019). Influence of drop weight geometry and interlayer on impact behavior of RC beams. International Journal of Impact Engineering, 131, 222–237. doi:10.1016/j.ijimpeng.2019.04.028
   Web of Science ®Google Scholar
• Li, J., Hao, H., & Wu, C. (2017). Numerical study of precast segmental column under blast loads. Engineering Structures, 134, 125–137. doi:10.1016/j.engstruct.2016.12.028
   Web of Science ®Google Scholar
• LSTC (Livermore Software, TC). (2007). LS-DYNA keyword user’s manual. LSTC.
   Google Scholar
• Murray, Y. D., Abu-Odeh, A. Y., & Bligh, R. P. (2007). Evaluation of LS-DYNA concrete material model 159. Report No. FHWA-HRT-05–063, Federal Highway Administration, USA.
   Google Scholar
• Ozbolt, J., & Sharma, A. (2011). Numerical simulation of reinforced concrete beams with different shear reinforcements under dynamic impact loads. International Journal of Impact Engineering, 38(12), 940–950. doi:10.1016/j.ijimpeng.2011.08.003
   Web of Science ®Google Scholar
• Park, R., Priestley, M. J. N., & Gill, W. D. (1982). Ductility of square confined concrete column. Journal of Structural Engineering ASCE, 108(4), 929–951.
   Web of Science ®Google Scholar
• Pham, T. M., & Hao, H. (2017a). Plastic hinges and inertia forces in RC beams under impact loads. International Journal of Impact Engineering, 103, 1–11. doi:10.1016/j.ijimpeng.2016.12.016
   Web of Science ®Google Scholar
• Pham, T. M., & Hao, H. (2017b). Effect of the plastic hinge and boundary conditions on the impact behavior of reinforced concrete beams. International Journal of Impact Engineering, 102, 74–85. doi:10.1016/j.ijimpeng.2016.12.005
   Web of Science ®Google Scholar
• Pham, T. M., Hao, Y., & Hao, H. (2018). Sensitivity of impact behaviour of RC beams to contact stiffness. International Journal of Impact Engineering, 112, 155–164. doi:10.1016/j.ijimpeng.2017.09.015
   Web of Science ®Google Scholar
• Pullen, A. D., & Abbas, A. A. (2010). Experimental investigations of partially-damaged RC beams and columns. Structural Concrete, 11(3), 139–148. doi:10.1680/stco.2010.11.3.139
   Web of Science ®Google Scholar
• Saatci, S., & Vecchio, F. J. (2009). Effects of shear mechanisms on impact behavior of reinforced concrete beams. ACI Structural Journal, 106(1), 78–86.
   Web of Science ®Google Scholar
• Tachibana, S., Masuya, H., & Nakamura, S. (2010). Performance based design of reinforced concrete beams under impact. Natural Hazards and Earth System Sciences, 10(6), 1069–1078. doi:10.5194/nhess-10-1069-2010
   Web of Science ®Google Scholar
• Thilakarathna, H.M.I., Thambiratnam, D.P., Dhanasekar, M., & Perera, N. (2010). Numerical simulation of axially loaded concrete columns under transverse impact and vulnerability assessment. International Journal of Impact Engineering, 37(11), 1100–1112. doi:10.1016/j.ijimpeng.2010.06.003
   Web of Science ®Google Scholar
• Tian, L., & Zhu, C. (2013). Damage evaluation and protection technique of RC columns under impulsive load. Engineering Mechanics, 30(9), 144–150.
   Google Scholar
• Wang, X., Frattini, P., Crosta, G. B., Zhang, L., Agliardi, F., Lari, S., & Yang, Z. (2014). Uncertainty assessment in quantitative rockfall risk assessment. Landslides, 11(4), 711–722. doi:10.1007/s10346-013-0447-8
   Web of Science ®Google Scholar
• Yang, J., Duan, S., Li, Q., & Liu, C. (2019). A review of flexible protection in rockfall protection. Natural Hazards, 99(1), 71–89. doi:10.1007/s11069-019-03709-x
   Web of Science ®Google Scholar
• Zhang, J., Jing, Y., Li, P., Han, W., Zhang, N., & Zhou, Y. (2019). Experimental and numerical investigation on the ultimate vertical bearing capacity of U-Shaped girder with damaged web. Sensors, 19(17), 3735. doi:10.3390/s19173735
   PubMed Web of Science ®Google Scholar
• Zhao, W., & Qian, J. (2019). Dynamic response and shear demand of reinforced concrete beams subjected to impact loading. International Journal of Structural Stability and Dynamics, 19(08), 1950091. doi:10.1142/S0219455419500913
   Google Scholar
• Zhou, X., Ma, R., & Chen, A. (2018). Safety performance of a bridge deck under impact of a massive falling cargo from passing truck. Journal of South China University of Technology (Natural Science Edition), 46(4), 137–145.
   Google Scholar