Studying of the Reactive Powder Concrete Behavior Reinforcing with Fiber Subjected to Blast Load

Document Type : Original Article

Authors

Abstract

In this paper the reactive powder concrete (RPC) behavior subjected to different explosion charges and also in different distance of explosion point has been investigated. Moreover, the effect of change in the thickness of RPC slab has been considered. In order to analytical simulation of RPC behavior against blast and also accuracy of results using ABAQUS software, a RPC slab studied in the literature has been verified. The obtained results are showed that the simulated model of RPC is match with literature one. In order to compare of resulted results of RPC slab a NSC slab has also simulated. Different scenarios of explosion in form of tow numerical examples have been considered. It’s noted that the NSC slab is supposed to be a reinforced concrete, whereas 2% volume of special short steel fibers were used in the RPC specimen. The acquired results of analysis have been showed that the RPC have better blast explosion resistance than reinforced normal strength concrete and can be used in built and strengthening of structures. 
 

Keywords


1. . Richard and M. Cheyrezy, “Composition of reactive powder concretes,” Cement Concrete Res, vol. 25, pp. 1501-1511, 1995.##
2. M. M. Reda, N. G. Shrive, and J. E. Gillott,  “Microstructural investigation of innovative UHPC,” Cement Concrete Res, vol. 29, pp.        323- 329, 1999.##
3.  M. Cheyrezy, V. Maret, and L. Frouin, “Microstructural analysis of RPC (Reactive Powder Concrete),” Cement Concrete Res, vol. 25 pp. 1491-1500, 1995.##
4.  N. Roux, C. Andrade, and M. A. Sanjuan, “Experimental study of durability of reactive powder concretes,” J. Mater. Civil Eng., vol. 8, pp. 1-6, 1996.##
5. O.  Bonneau, M. Lachemi, E. Dallaire‍, J. Dugat, and P. C. Aïtcin, “Mechanical properties and durability of two industrial reactive powder concretes,” ACI Mater. J., vol. 94, pp. 286-290, 1997.##
6.  R. Adeline, M. Lachemi, and P. Blais, “Design and Behavior of the Sherbrooke Footbridge,”  International Symposium on High-Performance and Reactive Powder Concretes, Sherbrooke (Quebec) Canada, pp. 16-20, August 1998.##
7. J. Jung wirth, “Underspanned Bridge Structures in Reactive Powder Concrete,” 4th International Ph.D. Symposium in Civil Engineering, Munich, Germany, 2002.##
8.  P. Richard and M. Cheyrezy, “Reactive powder concretes with high ductility and 200–800MPa compressive strength,” In: Proceedings of V.M. Malhotra Symposium, Concrete Technology Past Present and Future, ACI SP 144, P. K. Metha, S. Francisco, pp. 507-518, 1994.##
9.  H. Zanni, M. Cheyrezy, V. Maret, S. Philippot, and P. Nieto, “Investigation of hydration and pozzolanic reaction in reactive powder concrete (RPC) using 29Si NMR,” Cement Concrete Res, vol. 26, no. 1, pp. 93-100, 1996.##
10.  O. Bayard and O. Plé, “Fracture mechanics of reactive powder concrete: material modeling and experimental investigations,” Eng. Fract. Mech., vol. 70, pp. 839-851, 2003.##
11.  Y. W. Chan and S. H. Chu, “Effect of silica fume on steel fiber bond characteristics in reactive   powder concrete,” Cement Concrete Res., vol. 34, no. 7, pp. 1167-1172, 2004.##
12.  T. Yuh-Shiou, P. Huang-Hsing, and K.           Ying-Nien, “Mechanical properties of steel fiber reinforced reactive powder concrete following exposure to high temperature reaching 800 ◦C,” Nucl. Eng .Des., vol. 241, pp. 2416-2424, 2011.##
13.  Z. Wenzhong, L. Baifu, and W. Ying,          “Stress–strain relationship of steel-fibre reinforced reactive powder concrete at elevated                temperatures,” Mate. Rr. Struct., doi 10.1617/s11527-014-0312-9.##
14.  N.-H. Yi, J.-H. Kim, Y.-G. Cho, and J. H. Lee, “Blast-resistant characteristics of ultra-high strength concrete and reactive powder concrete,” Constr. Build Mater., vol. 28, pp. 694-707, 2012.##
15.  S. Lavanya Prabha, J. K. Dattatreya, M. Neelamegam,‍ and M. V. Seshagiri, “Properties of  reactive powder concrete under uniaxial          compression,” Int. J. Eng. Sci. Technol., vol. 2, no. 11, pp. 6408-6416, 2010.##
 
  • Receive Date: 26 August 2015
  • Revise Date: 04 January 2021
  • Accept Date: 19 September 2018
  • Publish Date: 20 April 2016