Chapter
Apr 22, 2019
Structures Congress 2019

Numerical Simulation of Vehicle Collision with Reinforced Concrete Piers Protected by FRP-Foam Composites

Publication: Structures Congress 2019: Blast, Impact Loading, and Research and Education

ABSTRACT

The accidental vehicle collision has increasingly posed a threat to the existing reinforce concrete (RC) bridge pier. To reduce the damage of pier, appropriate measures to protect existing RC piers from this event should be developed. This study is intended to apply two types of protective techniques around piers to achieve this purpose. One is the full wrapping with fiber reinforced polymers (FRPs), and the other is to install a composite protective device with fiber reinforced polymer (FRP) skins and aluminum foam core. Finite element numerical simulations are carried out to investigate their effectiveness on the protection of piers against vehicle impacts. The numerical results show that the increase of layer number of FRP wraps significantly reduces the deflection of pier but has little influence on impact force, whereas the FRP-foam composite device can significantly reduce the impact force on piers and dissipate the kinetic energy of vehicle by the deformation of aluminum foam, and then mitigate the damage of piers. The increase in the thickness of aluminum foam has an obvious effect on those.

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ACKNOWLEDGEMENTS

The authors appreciate the financial support by the National Natural Science Foundation project (Grant No. 51608191, 51808214), and Hunan Provincial Natural Science Foundation of China (2018JJ3186).

REFERENCES

Al-Zubaidy, H., Zhao, X. L., Al-Mahaidi, R. (2013). “Mechanical Characterization of the Dynamic Tensile Properties of CFRP Sheet and Adhesive at Medium Strain Rates.” Compos. Struct., 96, 153-164.
BSI (British Standards Institution). (1978). Steel, concrete and composite bridges—Part 2 Specification for loads, in BS5400.
Buth, C. E., Williams, W. F., Brackin, M. S., Lord, D., Geedipally, S. R., and Abu-Odeh, A. Y. (2010). "Analysis of large truck collisions with bridge piers: Phase 1. Report of guidelines for designing bridge piers and abutments for vehicle collisions."
Chang, F. K. and Chang, K. Y. (1987). “A Progressive Damage Model for Laminated Composites Containing Stress Concentration.” J. Compos. Mater., 21, 834-855.
Chen, L. and Xiao, Y. (2012). "Review of Studies on Vehicle Anti-collision on Bridge Piers." Journal of Highway and Transportation Research and Development, 29(8), 140-148. (in Chinese)
Chen, L. El-Tawil, S., and Xiao, Y. (2016). “Reduced Models for Simulating Collisions between Trucks and Bridge Piers.” J. Bridge Eng., 21(6): 4016020.
Ferrier, E. and Hamelin, P. (2005). “Dynamic Behavior of Externally Bonded CFRP: Application to Reinforced Concrete Column Externally Reinforced under Impact Loading.” Proc., Int. Symp. on Bond Behavior of FRP in Structures, Hong Kong, China, 509-518.
Gurbuz, T., Ilki, A., Thambiratnam, D. P., and Perera, N. (2015). “AFRP Retrofit of Reinforced Concrete Columns against Impact Loading.” Second Int. Conference on Performance Based and Life-Cycle Structural Engineering, Brisbane, Australia, 789-796.
Hou, W. H., Zhu, F., Lu, G. X., and Fang, D. N. (2010). “Ballistic impact experiments of metallic sandwich panels with aluminum foam core.” Int. J. Impact Eng., 37(10), 1045-1055.
Isaac, P., Darby, A., Ibell, T., Evernden, M., and Silva, P. (2011). “Response of FRP Wrapped RC Columns to Impact Loads.” Adv. Compos. Constr., 1-13.
Kiratisaevee, H. and Cantwell, W. J. (2005). "Low-velocity Impact Response of High-performance Aluminum Foam Sandwich Structures." J. Reinf. Plast. Compos., 24(10), 1057-1072.
Liu, T. and Xiao, Y. (2017). “Impact Behavior of CFRP-Strip Wrapped RC Beams without Stirrups.” J. Compos. Constr., 21(5): 04017035.
LS-DYNA. (2010). LS-DYNA keyword user’s manual-Version 971. Livermore, California: Livermore Software Technology Corporation,
Malvar, L. J. and Crawford, J. E. (1998). “Dynamic Increase Factors for Concrete.” In the Twenty-Eighth DoD Explosives Safety Seminar. Orlando.
Miele, C. R., Plaxico, C. A., Kennedy, J. C., and Simunovic, B. S. (2005). “Heavy Vehicle Infrastructure Asset Interaction and Collision.” Knoxville: National Transportation Research Center, Incorporated.
Mohan, P., Marzougui, D., and Kan, C. S. (2003). “Validation of a Single Unit Truck Model for Roadside Hardware Impact.” Ashburn: NCAC.
Rohde, J. R., Sicking, D. L. and Reid, J. D. (2003). “Box-Beam Burster Energy-Absorbing Terminal Bridge Pier Protection System.” Transportation Research Record, 1851, 74-82.
Rosenbaugh, S. K., Faller, R.K., Hascall, J. A. Bielenberg, R. W. (2008). “Development of a Stand-alone Concrete Bridge Pier Protection System.” Midwest Roadside Safety Facility: Nebraska.
Saatci, S. and Vecchio, F. J. (2009). "Effects of Shear Mechanisms on Impact Behavior of Reinforced Concrete Beams," ACI Struct. J., 106(1), 78-86.
Sha, Y. and Hao, H. (2015). “Laboratory Tests and Numerical Simulations of CFRP Strengthened RC Pier Subjected to Barge Impact Load.” Int. J. Struct. Stab. Dyn., 15(2): 1-33.
Suter, R., Conus, F., Pinzelli, R., and Chang, K. (2001). “Reinforcement of Bridge Piers with FRP Sheets to Resist Vehicle Impact: Tests on Large Concrete Columns Reinforced with Aramid Sheets.” Proc. the International Conference on FRP composites in Civil Engineering, 789-796.
Symonds, P. S. (1967). “Survey of Methods of Analysis for Plastic Deformation of Structures under Dynamic Loading.” Brown University: Providence.
Villanueva, G. R. and Cantwell, W. J. (2004). "Low Velocity Impact Response of Novel Fiber-Reinforced Aluminum Foam Sandwich Structures." J. Mater. Sci. Lett., 22(6), 417-422.
Zhang, X. H., Hao, H., Shi, Y. C., Cui, J., and Zhang, X. J. (2016). “Static and Dynamic Material Properties of CFR/Epoxy Laminates.” Constr. Build. Mater., 114: 638-649.
Zhang, J. Q, Liu, W.Q., Fang, H., and Wang, S. G. (2011). “Numerical Simulation of Vehicle-Bridge Collision with New Composite Anti-collision Device”. J. China Foreign Highway, 31(6), 200-204. (in Chinese)

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Go to Structures Congress 2019
Structures Congress 2019: Blast, Impact Loading, and Research and Education
Pages: 70 - 81
Editor: James Gregory Soules, McDermott International
ISBN (Online): 978-0-7844-8224-7

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Published online: Apr 22, 2019
Published in print: Apr 22, 2019

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Tao Liu, Ph.D. [email protected]
School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, China. E-mail: [email protected]
Lin Chen, Ph.D. [email protected]
School of Civil Engineering, Hunan Univ. of Science and Technology, Xiangtan 411201, China. E-mail: [email protected]

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