International Journal of Concrete Structures and Materials

Korea Concrete Institute (한국콘크리트학회)
권호 표지
DOI QR코드

DOI QR Code

Failure Modeling of Bridge Components Subjected to Blast Loading Part I: Strain Rate-Dependent Damage Model for Concrete

  • Wei, Jun (Dept. of Mechanical and Aerospace Engineering, Arizona State University) ;
  • Quintero, Russ (Dept. of Civil, Architectural and Environmental Engineering, University of Missouri-Rolla) ;
  • Galati, Nestore (Structural Group, Inc., Strengthening Division) ;
  • Nanni, Antonio (Dept. of Civil, Architectural and Environmental Engineering, University of Miami)
  • Published : 2007.12.30
Download PDF
⟨ Previous Next ⟩

Abstract

A dynamic constitutive damage model for reinforced concrete (RC) structures and formulations of blast loading for contact or near-contact charges are considered and adapted from literatures. The model and the formulations are applied to the input parameters needed in commercial finite element method (FEM) codes which is validated by the laboratory blast tests of RC slabs from literature. The results indicate that the dynamic constitutive damage model based on the damage mechanics and the blast loading formulations work well. The framework on the dynamic constitutive damage model and the blast loading equations can therefore be used for the simulation of failure of bridge components in engineering applications.

Keywords

References

  1. US Department of Transportation, Federal Highway Administration, Multiyear Plan for Bridge and Tunnel Security Research, Development and Deployment, Publication No. FHWAHRT-06-072, Research, Development, and Technology, Turner-Fairbank Highway Research Center, McLean, VA, Feb. 2006
  2. Longinow, A., Krauthammer, T., and Mohammadi, J., "Research Needs to Resist Terrorist Attacks - Dynamics of Structures," Proceedings of the Structures Congress - ASCE, Orlando, FL, Aug. 17-20, 1987, pp.712-720
  3. NAVAFAC, Joint Departments of the Army, the Navy, and the Air Force, Structures to Resist the Effects of Accidental Explosions, TM 5-1300/ NAVAFAC P-397/AFR 88-22, Nov. 1990
  4. Barakat, M. and Hetherington, J. G., "New Architectural Forms to Reduce the Effects of Blast Waves and Fragments on Structures," Proceedings of the 5th International Conference on Structures Under Shock and Impact? SUSI V, WIT Press, Wessex Institute of Technology, UK, 1998, pp.53-62
  5. Eytan, R., "Practical Methods for Increasing the Blast Resistance of Existing Buildings," Proceedings of the 3rd International Conference on Structures Under Shock and Impact? SUSI III, WIT Press, Wessex Institute of Technology, UK, 1994, pp.29-35
  6. Department of the Army, Structures to Resist the Effects of Accidental Explosions, TM5-1300, Nov. 1990
  7. Nanni. A., Asprone, D., Ayoub, A., Baird, J., Filangieri, A. Rossi, Galati, N., Prota, A., Quinterno, R., Wang, M., and Wei, J., Blast Testing and Research? Bridge at the Tenza Viaduct, Final Report Task 1 of TSWG Contract Number N4175-05-R-4828, University of Missouri-Rolla, Rolla, MO, USA, 2006
  8. Leppanen, J., "Experimental and Numerical Analyses of Blast and Fragment Impact on Concrete," International Journal of Impact Engineering, Vol.31, 2005, pp.843-860 https://doi.org/10.1016/j.ijimpeng.2004.04.012
  9. Ross, C. A., Thompson, P. Y., and Tedesco, J. W., "Split- Hopkinson Pressure-Bar Tests on Concrete and Mortar in Tension and Compression," ACI Materials Journal, Vol.86, No.5, 1989, pp.475-481
  10. Malvar, L. J. and Ross, C. A., "Review of Strain Rate Effects for Concrete in Tension," ACI Materials Journal, Vol.95, No.6, 1998, pp.735-739
  11. Brara, A., Camborde, F., Klepaczko, J. R., and Mariotti, C., "Experimental and Numerical Study of Concrete at High Strain Rates in Tension," Mechanics of Materials, Vol.33, 2001, pp.33-45 https://doi.org/10.1016/S0167-6636(00)00035-1
  12. Donze, F. V., Magnier, S. A., Daudeville, L., Mariotti, C., and Davenne, L., "Numerical Study of Compressive Behavior of Concrete at High Strain Rates," Journal of Engineering Mechanics, Oct. 1999, pp.1154-1163
  13. Gatuingt, F. and Pijaudier-Cabot, G., "Coupled Damage and Plasticity Modeling in Transient Dynamic Analysis of Concrete," Int. J. Numer. Anal. Meth. Geomech, Vol.26, 2002, pp.1-24 https://doi.org/10.1002/nag.188
  14. ABAQUS, User's Manual, Version 6.5, 2005
  15. ABAQUS, Theory Manual, 1997
  16. Sabuwala, T., Linzell, D., and Krauthammer, T., "Finite Element Analysis of Steel Beam to Column Connections Subjected to Blast Loads," International Journal of Impact Engineering, Vol.31, 2005, pp.861-876 https://doi.org/10.1016/j.ijimpeng.2004.04.013
  17. Quintero, R., Wei, J., Galati, N., and Nanni, A., "Failure Modeling of Bridge Components Subjected to Blast Loading Part II : Estimation of the Capacity and Critical Charge for the Tenza Bridge Components," Submitted to International Journal of Concrete Structures and Materials (IJCSM), Oct. 2007
  18. Comite Euro-International Du Beton, CEB-FIP Model Code 1990, Design Code, Thomas Telford, 1993, Trowbridge, Wiltshire, UK
  19. Mendis, P., Pendyala, R., and Setunge, S., "Stress-Strain Model to Predict the Full-Range Moment Curvature Behavior of High-Strength Concrete Sections," Magazine of Concrete Research, 2000, Vol.52, No.4, pp.227-234 https://doi.org/10.1680/macr.2000.52.4.227
  20. Ngo, T. D., Mendis, P. A., Teo, D., and Kusuma, G., "Behavior of High-Strength Concrete Columns Subjected to Blast Loading," http://www.civenv.unimelb.edu.au/aptes/publications/hsc_column_blast.pdf, Dec. 2005
  21. ACI 318-02, Building Code Requirements for Structural Concrete(ACI 318-02) and Commentary(ACI 318R-02) - An ACI Standard, American Concrete Institute, Farmington Hills, Michigan, 2002
  22. Malvar, L. J. and Ross, C. A., "Review of Strain Rate Effects for Concrete in Tension," ACI Materials Journal, Nov.-Dec., 1998, pp.735-739
  23. Lubliner, J., Oliver, J., and Onate, E., "A Plastic-Damage Model for Concrete," International Journal of Solids and Structure, Vol.25, 1989, pp.299-329 https://doi.org/10.1016/0020-7683(89)90050-4
  24. Kinney, G. F. and Graham, K. J., Explosive Shocks in Air, New York, Springer-Verlag, Inc., 1985
  25. Baker, W. E., Explosions in Air, University of Texas Press, Austin, 1973
  26. Beshara, F. B. A., "Modeling of Blast Loading on Aboveground Structures? I. general Phenomenology and External Blast," Computers & Structures, Vol.51, No.5, 1994, pp.585-596 https://doi.org/10.1016/0045-7949(94)90066-3
  27. HNDM-1110-1-2, Suppressive Shields-Structural Design and Analysis Handbook, US Army Corps of Engineers, Huntsville, AL, 1977
  28. Lu, M. B., Application of Displacement-Based Design Method to Blast-Resistant Reinforced Concrete Structures, Ph.D. Dissertation, University of Missouri-Rolla, Rolla, MO, 2005

Cited by

  1. Dynamic Response of Reinforced Concrete Beams Following Instantaneous Removal of a Bearing Column vol.5, pp.1, 2011, https://doi.org/10.4334/IJCSM.2011.5.1.019
  2. Seismic Failure Probability of a Curved Bridge Based on Analytical and Neural Network Approaches vol.2017, pp.1875-9203, 2017, https://doi.org/10.1155/2017/2408234
  3. Coupled vs uncoupled analysis of one-way RC-slabs under nearby air explosions vol.10, pp.4, 2018, https://doi.org/10.1007/s40091-018-0206-0