DOI QR코드

DOI QR Code

Numerical study on RC and HPFRCC slabs exposed to TNT explosion near ground

  • MinJoo Lee (Department of Civil and Environmental Engineering, KAIST) ;
  • Hyo-Gyoung Kwak (Department of Civil and Environmental Engineering, KAIST) ;
  • Sung-Wook Kim (Department of Structural Engineering Research, Korea Institute of Civil Engineering and Building Technology) ;
  • Gang-Kyu Park (Department of Structural Engineering Research, Korea Institute of Civil Engineering and Building Technology)
  • 투고 : 2023.03.27
  • 심사 : 2023.05.25
  • 발행 : 2023.06.25

초록

In this paper, the structural performance of RC and HPFRCC slabs exposed to a TNT explosion were numerically investigated. A finite element model was established using the MM-ALE method in the LS-DYNA program to simulate a near-ground TNT explosion at a scaled distance of 1.08 m/kg3. The K&C model was calibrated to exactly reflect the material properties of HPFRCCs that were developed in KICT and KNU. Numerical and experimental results were compared for the damage distribution and failure shape of the slabs. Based on the verified numerical model, a parametric study was carried out to demonstrate the effects of compressive strength and thickness of the slab on the blast resistance. In particular, the spallation failure on the back side of the slab is greatly dependent on the thickness. Finally, additional numerical simulations were conducted to explore the variation in blast pressure characteristics according to the scaled distance and explosive shape. It was confirmed that the pressure induced by cubic TNT was more destructive to the slab than cylindrical and spherical TNT in a nearfield explosion.

키워드

과제정보

This research was supported by the Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (No. 2021R1A6A3A01088355) and was also supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (MSIT) (No. 2023R1A2C2005101).

참고문헌

  1. Department of Defense (DOD) (2008), Unified Facilities Criteria (UFC) Structures to Resist the Effects of Accidental Explosions, Department of Defense, Washington, D.C., USA.
  2. Baggio, D., Soudki, K. and Noel, M. (2014), "Strengthening of shear critical RC beams with various FRP systems", Constr. Build. Mater., 66, 634-644. https://doi.org/10.1016/j.conbuildmat.2014.05.097.
  3. Chen, W., Pham, T.M., Elchalakani, M., Li, H., Hao, H. and Chen, L. (2020), "Experimental and numerical study of basalt FRP strip strengthened RC slabs under impact loads", Int. J. Struct. Stab. Dyn., 20(6), 1-24. https://doi.org/10.1142/S0219455420400015.
  4. Chen, W., Pham, T.M., Sichembe, H., Chen, L. and Hao, H. (2018), "Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet", Compos. Part B: Eng., 134, 114-126. https://doi.org/10.1016/j.compositesb.2017.09.053.
  5. Cui, J., Hao, H. and Shi, Y. (2017), "Discussion on the suitability of concrete constitutive models for high-rate response predictions of RC structures", Int. J. Impact Eng., 106, 202-216. https://doi.org/10.1016/j.ijimpeng.2017.04.003.
  6. Dhand, V., Mittal, G., Rhee, K.Y., Park, S.J. and Hui, D. (2015), "A short review on basalt fiber reinforced polymer composites", Compos. Part B: Eng., 73, 166-180. https://doi.org/10.1016/j.compositesb.2014.12.011.
  7. Gan, L., Zong, Z., Chen, Z., Wu, T., Lin, J. and Li, M. (2023), "Differences in responses of square steel plates exposed to blast loads generated by cubic and spherical explosives", Thin Wall. Struct., 182, 110332. https://doi.org/10.1016/j.tws.2022.110332.
  8. Jung, H., Park, S., Kim, S. and Park, C. (2017), "Performance of SIFCON based HPFRCC under field blast load", Proc. Eng., 210, 401-408. https://doi.org/10.1016/j.proeng.2017.11.094.
  9. Kim, J., Lee, J., Jung, W. and Han, D. (2022), "Testing the anti-explosion protection of HPFRCC for ready-mixed concrete system based on fiber selection and resistance to live explosives", Case Stud. Constr. Mater., 17, e01249. https://doi.org/10.1016/j.cscm.2022.e01249.
  10. Korea Institute of Civil Engineering and Building Technology (KICT), (2017), "Developments of impact/blast resistant HPFRCC and evaluation techniques thereof (Final report in Korean)", Infrastructure R&D Report 18SCIPB128706-02; Korea Institute of Civil Engineering and Building Technology (KICT), Gyeonggi-do, Korea.
  11. KS F 2566. (2014), Standard Test Method for Flexural Performance of Fiber Reinforced Concrete, Korean Standards Association, Seoul, Korea.
  12. Kumar, V., Kartik, K.V. and Iqbal, M.A. (2020), "Experimental and numerical investigation of reinforced concrete slabs under blast loading", Eng. Struct., 206, 110125. https://doi.org/10.1016/j.engstruct.2019.110125.
  13. Lee, M.J., Kwak, H.G. and Park, G.K. (2021), "An improved calibration method of the K&C model for modeling steel-fiber reinforced concrete", Compos. Struct., 269, 114010. https://doi.org/10.1016/j.compstruct.2021.114010.
  14. Lee, M.J., Park, G.K., Kim, S.W. and Kwak, H.G. (2022), "Damage characteristics of high-performance fiber-reinforced cement composites panels subjected to projectile impact", Int. J. Mech. Sci., 214, 106919. https://doi.org/10.1016/j.ijmecsci.2021.106919.
  15. Li, Z., Chen, L., Fang, Q., Chen, W., Hao, H. and Zhang, Y. (2017), "Experimental and numerical study of basalt fiber reinforced polymer strip strengthened autoclaved aerated concrete masonry walls under vented gas explosions", Eng. Struct., 152, 901-919. https://doi.org/10.1016/j.engstruct.2017.09.055.
  16. Liu, J., Li, J., Fang, J., Liu, K., Su, Y. and Wu, C. (2022), "Investigation of ultra-high performance concrete slabs under contact explosions with a calibrated K&C model", Eng. Struct., 255, 113958. https://doi.org/10.1016/j.engstruct.2022.113958.
  17. Lu, D., Wang, G., Du, X. and Wang, Y. (2017), "A nonlinear dynamic uniaxial strength criterion that considers the ultimate dynamic strength of concrete", Int. J. Impact Eng., 103, 124-137. https://doi.org/10.1016/j.ijimpeng.2017.01.011.
  18. Luccioni, B., Isla, F., Codina, R., Ambrosini, D., Zerbino, R., Giaccio, G. and Torrijos, M.C. (2018), "Experimental and numerical analysis of blast response of high strength fiber reinforced concrete slabs", Eng. Struct., 175, 113-122. https://doi.org/10.1016/j.engstruct.2018.08.016.
  19. Park, J.K., Kim, S.W. and Kim, D.J. (2017), "Matrix-strength-dependent strain-rate sensitivity of strain-hardening fiber-reinforced cementitious composites under tensile impact", Compos. Struct., 162, 313-324. https://doi.org/10.1016/j.compstruct.2016.12.022.
  20. Ren, G.M., Wu, H., Fang, Q. and Liu, J.Z. (2018), "Effects of steel fiber content and type on static mechanical properties of UHPCC", Constr. Build. Mater., 163, 826-839. https://doi.org/10.1016/j.conbuildmat.2017.12.184.
  21. Shi, Y., Wang, N., Cui, J., Li, C. and Zhang, X. (2022), "Experimental and numerical investigation of charge shape effect on blast load induced by near-field explosions", Pr. Saf. Environ. Protect., 165, 266-277. https://doi.org/10.1016/j.psep.2022.07.018.
  22. Su, Q., Wu, H., Sun, H.S. and Fang, Q. (2021), "Experimental and numerical studies on dynamic behavior of reinforced UHPC panel under medium-range explosions", Int. J. Impact Eng., 148, 103761. https://doi.org/10.1016/j.ijimpeng.2020.103761.
  23. Tufekci, M.M. and Gokce, A. (2017), "Development of heavyweight high performance fiber reinforced cementitious composites (HPFRCC) - Part I: Mechanical properties", Constr. Build. Mater., 148, 559-570. https://doi.org/10.1016/j.conbuildmat.2017.05.009.
  24. Wu, C., Fattori, G., Whittaker, A. and Oehlers, D.J. (2010), "Investigation of air-blast effects from spherical-and cylindrical-shaped charges", Int. J. Protect. Struct., 1(3), 345-362. https://doi.org/10.1260/2041-4196.1.3.345.
  25. Xu, J., Wu, C., Xiang, H., Su, Y., Li, Z. X., Fang, Q. and Li, J. (2016), "Behaviour of ultra high performance fibre reinforced concrete columns subjected to blast loading", Eng. Struct., 118, 97-107. https://doi.org/10.1016/j.engstruct.2016.03.048.
  26. Yoo, D.Y., Kim, S.W. and Park, J.J. (2017), "Comparative flexural behavior of ultra-high-performance concrete reinforced with hybrid straight steel fibers", Constr. Build. Mater., 132, 219-229. https://doi.org/10.1016/j.conbuildmat.2016.11.104.
  27. Zhang, F., Shedbale, A.S., Zhong, R., Poh, L.H. and Zhang, M.H. (2021), "Ultra-high performance concrete subjected to high-velocity projectile impact: Implementation of K&C model with consideration of failure surfaces and dynamic increase factors", Int. J. Impact Eng., 155, 103907. https://doi.org/10.1016/j.ijimpeng.2021.103907.