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Evaluation of concrete barriers with novel shock absorbers subjected to impact loading

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Vehicle speeds have increased due to improved road condition. However, this increased speed can result in high energy collisions. Recently, a vehicle occupant in South Korea was killed by a fragment ejected from a concrete median barrier that was struck by a vehicle. The current design impact level of a concrete median barrier (CMB) is SB5-B (270 kJ). However, the impact level of the mentioned accident was estimated as over SB7 (2300 kJ). In the present work, a series of numerical analyses was conducted to reduce the fragmentations of CMB due to impact. Field test were utilized to verify the newly developed model of CMB in impact events. The wire-mesh reinforcements and increment of the cross section were considered as design modifications. In particular, a special device to absorb a significant collision energy has been developed without a dramatic increase in construction cost. This device consists of an empty space around the dowel bars which fix the barrier to the foundation. The empty space allows the dowel bars to deform to absorb collision energy. The performance of the new concrete median barrier equipped with the shock absorbing devices was verified by using carefully designed field test data.
Rocznik
Strony
657--671
Opis fizyczny
Bibliogr. 15 poz., fot., rys., wykr.
Twórcy
autor
  • Department of Civil Engineering, Chungnam National University, 34134, South Korea
autor
  • Structural Research Office, Korea Expressway Corporation Research Institute, 18489, South Korea
  • Department of Civil and Environmental Engineering, Korea Maritime and Ocean University, 49112, South Korea
autor
  • Research Institute for Construction Disaster Prevention, Chungnam National University, 34134, South Korea
autor
  • Department of Civil Engineering, Korea Maritime and Ocean University, 49112, South Korea
Bibliografia
  • [1] AASHTO, AASHTO LRFD Bridge Design Specifications, Customary U.S. Units, in: 6th ed., AASHTO, Washington, DC, 2012.
  • [2] S. Austion, P. Robins, Y. Pan, Shear bond testing of concrete repairs, J. Cement Concrete Res. 29 (1999) 1067–1076.
  • [3] C. Chung, J. Lee, S. Kim, J. Lee, Influencing factors on numerical simulation of crash between RC slab and soft projectile, J. Comput. Struct. Eng. Inst. Korea 27 (6) (2014) 533– 542.
  • [4] S. El-Tawil, E. Severino, P. Fonseca, Vehicle collision with bridge piers, J. Bridge Eng. 10 (3) (2005) 345–353.
  • [5] E.N.B.S. Julio, F.A.B. Branco, V.D. Silva, Concrete-to-concrete bond strength Influence of the roughness of the substrate surface, J. Construct. Build. Mater. 18 (2004) 675–681.
  • [6] European Committee for Normalization, EN 1317 European Standard for Road Restraint Systems, European Committee for Normalization, 2012.
  • [7] International Federation for Structural Concrete (fib) (2013) The fib model code for concrete structures 2010, Ernst & Sohn.
  • [8] W. Kim, I. Lee, G. Zi, K. Kim, J. Lee, Design approach for improving current concrete median barrier on highway in South Korea, J. Perform. Construct. Facil. (2018).
  • [9] Korea Concrete Institute, Concrete Design Code 2012, Korea Concrete Institute, South Korea, 2012.
  • [10] J. Lee, G. Zi, I. Lee, Y. Jeong, K. Kim, W. Kim, Numerical simulation on concrete median barrier for reducing concrete fragment under harsh impact loading of a 25-ton truck, J. Eng. Mater. Technol. 132 (2) (2017).
  • [11] Livermore Software Technology Corporation, LS-DYNA Keyword User's Manual Volume I, Livermore Software Technology Corporation (LSTC), Livermore, CA, 2007.
  • [12] D.Y. Murray, Users Manual for LS-DYNA Concrete Material Model 159, Federal Highway Administration, U.S. Department of Transportation, 2007 FHWA-HRT-05-062.
  • [13] D.Y. Murray, A. Abu-Odeh, R. Bligh, Evaluation of LS-DYNA Concrete Material Model 159, Federal Highway Administration, U.S. Department of Transportation, 2007 FHWA-HRT-05-063.
  • [14] D. Thai, S. Kim, H. Lee, Effects of reinforcement ratio and arrangement on the structural behavior of a nuclear building under aircraft impact, Nucl. Eng. Des. 276 (2014) 228–240.
  • [15] K. Yi, K. Hedrick, S. Lee, Estimation of tire-road friction using observer based identifiers, Int. J. Vehicle Mech. Mobil. Vehicle Syst. Dynam. 31 (4) (1999).
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d8313a91-dbbc-4d1a-b6a1-3f84879b479b
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