Structural Engineering and Mechanics

  • 제63권1호
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  • Pages.125-136
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  • 2017
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Response of a steel column-footing connection subjected to vehicle impact

  • Kang, Hyungoo (Department of Civil and Architectural Engineering, Sungkyunkwan University) ;
  • Kim, Jinkoo (Department of Civil and Architectural Engineering, Sungkyunkwan University)
  • 투고 : 2016.12.02
  • 심사 : 2017.05.10
  • 발행 : 2017.07.10
⟨ 이전 논문 다음 논문 ⟩

초록

This study investigated the performance of a steel column standing on a reinforced concrete footing when it was subjected to collision of an eight-ton single unit truck. Finite element analyses of the structure with different connection schemes were performed using the finite element model of the truck, and the results showed that the behavior of the column subjected to the automobile impact depended largely on the column-footing connection detail. Various reinforcement schemes were investigated to mitigate the damage caused by the car impact. The probability of the model reinforced with a certain scheme to reach a given limit state was obtained by fragility analysis, and the effects of the combined reinforcement methods were investigated based on the equivalent fragility scheme. The analysis results showed that the reinforcement schemes such as increase of the pedestal area, decrease of the pedestal height, and the steel plate jacketing of the pedestal were effective in reducing the damage. As the speed of the automobile increased the contribution of the increase in the number of the anchor bolts and the dowel bars became more important to prevent crushing of the pedestal.

키워드

과제정보

연구 과제 주관 기관 : National Research Foundation of Korea (NRF)

참고문헌

  1. ASCE/SEI 59-11 (2011), Blast protection of buildings, American Society of Civil Engineers.
  2. Chen, C.H., Zhu, Y.F., Yao, Y. and Huang, Y. (2016), "Progressive collapse analysis of steel frame structure based on the energy principle", Steel Compos. Struct., 21(3), 553-571. https://doi.org/10.12989/scs.2016.21.3.553
  3. Cormie, D., Mays, G. and Smith, P. (2009), Blast effects on buildings (2nd edition), Thomas Telford Limited, UK.
  4. Cowper, G.R. and Symonds, P.S. (1957), Strain-hardening and strain-rate effects in the impact loading of cantilever beams (No. TR-C11-28), Brown Univ Providence Ri.
  5. Driemeier, L., Yoneda, A., Moura, R.T. and Alves, M. (2016), "Performance of metallic defences submitted to vehicle impact", Int. J. Crashworthiness, 21(3), 252-277. https://doi.org/10.1080/13588265.2016.1165931
  6. El-Tawil, S., Severino, E. and Fonseca, P. (2005), "Vehicle collision with bridge piers", J. Bridge Eng., 10(3), 345-353. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:3(345)
  7. Ferrer, B., Ivorra, S., Irles, R. and Mas, D. (2010), "Real size experiments of car crash against building column", Structures Under Shock and Impact XI, Wessex Institute of Technology, UK, 231-241.
  8. International Building Code (IBC) (2012), International Code Council.
  9. Itoh, Y., Liu, C. and Kusama, R. (2007), "Dynamic simulation of collisions of heavy high-speed trucks with concrete barriers", Chaos, Soliton. Fract., 34(4), 1239-1244. https://doi.org/10.1016/j.chaos.2006.05.059
  10. Joshi, A.S. and Gupta, L.M. (2012), "A simulation study on quantifying damage in bridge piers subjected to vehicle collisions", Int. J. Adv. Struct. Eng. (IJASE), 4(1), 1-13. https://doi.org/10.1186/2008-6695-3-1
  11. Jurewicz, C., Sobhani, A., Woolley, J., Dutschke, J. and Corben, B. (2016), "Exploration of vehicle impact speed-injury severity relationships for application in safer road design", Transport. Res. Procedia, 14, 4247-4256. https://doi.org/10.1016/j.trpro.2016.05.396
  12. Kang, H. and Kim, J. (2015), "Progressive collapse of steel moment frames subjected to vehicle impact", J. Perform. Constr. Facil., 29(6), 1-11.
  13. Kim, J., Park, J. and Lee, T. (2011), "Sensitivity analysis of steel buildings subjected to column loss", Eng. Struct., 33(2), 421-432. https://doi.org/10.1016/j.engstruct.2010.10.025
  14. Lee, J., Lee, Y.J., Kim, H., Sim, S.H. and Kim, J.M. (2016), "A new methodology development for flood fragility curve derivation considering structural deterioration for bridges", Smart Struct. Syst., 17(1), 149-165. https://doi.org/10.12989/sss.2016.17.1.149
  15. Liu, Y. (2011), "Study of thin-walled box beams crushing behavior using LS-DYNA", 11th International LS-DYNA(R) Users Conference, 13, 31-40.
  16. LS-DYNA (2006), Theory manual version 971, (C) Livemore Software Technology Corporation.
  17. Miyamoto, A. and Isoda, S. (2012), "Sensitivity analysis of mechanical behaviors for bridge damage assessment", Struct. Eng. Mech., 41(4), 539-558. https://doi.org/10.12989/sem.2012.41.4.539
  18. NTRCI (2017), National Transportation Research Center, http://thyme.ornl.gov/fhwa/f800webpage/.
  19. Oakes, C.G (2014), The Bollard: Crash- and Attack-Resistant Models, Whole Building Design Guide, The National Institute of Building Sciences.
  20. Porter, K.A., Beck, J.L. and Shaikhutdinov, R.V. (2002), "Sensitivity of building loss estimates to major uncertain variables", Earthq. Spectra, 18(4), 719-743. https://doi.org/10.1193/1.1516201
  21. Sharma, H., Gardoni, P. and Hurlebaus, S. (2014), "Probabilistic demand model and performance-based fragility estimates for RC column subject to vehicle collision", Eng. Struct., 74, 86-95. https://doi.org/10.1016/j.engstruct.2014.05.017
  22. Sharma, H., Gardoni, P. and Hurlebaus, S. (2015), "Performancebased probabilistic capacity models and fragility estimates for RC columns subject to vehicle collision", Comput.-Aid. Civ. Infrastruct. Eng., 30(7), 555-569. https://doi.org/10.1111/mice.12135
  23. Sharma, H., Hurlebaus, S. and Gardoni, P. (2012), "Performancebased response evaluation of reinforced concrete columns subject to vehicle impact", Int. J. Impact Eng., 43(5), 52-62. https://doi.org/10.1016/j.ijimpeng.2011.11.007
  24. Shinozuka, M., Feng, M. Q., Lee, J. and Naganuma, T. (2000), "Statistical analysis of fragility curves", J. Eng. Mech., 126(12), 1224-1231. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1224)
  25. Tay, S.K., Lim, B. and Ng, S.H. (2012), "Crash impact modeling of security bollard", 12th International LS-DYNA(R) Users Conference, 13, 1-10.
  26. Tsang, H.H. and Lam, N.T.K. (2008), "Collapse of reinforced concrete column by vehicle impact", Comput.-Aid. Civ. Infrastruct. Eng., 23(6), 427-436. https://doi.org/10.1111/j.1467-8667.2008.00549.x
  27. Unified facilities criteria (UFC) 3-340-02 (2008), Structures to resist the effects of accidental explosions, U.S. Department of Defense.
  28. Zaouk, A.K., Bedewi, N.E., Kan, C.D. and Marzougui, D. (1997), Development and evaluation of a C-1500 pick-up truck model for roadside hardware impact simulation, FHWA/NHTSA National Crash Analysis Center, The George Washington University, July.

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