Research Papers

Response of Steel Fiber Reinforced Cementitious Composite Panels Subjected to Extreme Loading Conditions

[+] Author and Article Information
Amar Prakash

CSIR-Structural Engineering Research Centre,
Chennai 600113, India
e-mail: amar@serc.res.in

S. M. Srinivasan

Department of Applied Mechanics,
IIT Madras,
Chennai 600036, India
e-mail: mssiva@iitm.ac.in

A. Rama Mohan Rao

CSIR-Structural Engineering Research Centre,
Chennai 600113, India
e-mail: arm@serc.res.in

Contributed by the Materials Division of ASME for publication in the JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY. Manuscript received June 10, 2016; final manuscript received December 16, 2016; published online February 9, 2017. Assoc. Editor: Taehyo Park.

J. Eng. Mater. Technol 139(2), 021019 (Feb 09, 2017) (7 pages) Paper No: MATS-16-1178; doi: 10.1115/1.4035705 History: Received June 10, 2016; Revised December 16, 2016

Application of steel fiber reinforced cementitious composites (SFRCC) in the construction of protective structures against extreme loading conditions, such as high-velocity impact and blasts, is an active area of research. It is a challenging task to capture the material behavior under such harsh conditions where strain rate of loading exceeds beyond 104 s−1. In this paper, an effort is made to simulate numerically the multihits of short projectiles on SFRCC panels. A total of 90 numbers of SFRCC panels consist of various core layer materials, thicknesses, fiber volumes, and angle of obliquity, are tested under high-velocity impacts of short projectiles. In numerical simulations, the boundary conditions and impact loading sequence are maintained, similar to that used during impact tests. In order to carry out a realistic numerical simulation, in-service munitions and ammunitions are used. The numerical response is found to corroborate with experimental results. It is observed that, if two consecutive hits are made within a distance of ten times the diameter of the projectile, then it is considered a case of multihit, else, it is considered as single hit case. The damage contours based on effective plastic strain are found to correlate with impact-tested SFRCC panels.

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Tai, Y. S. , 2009, “ Flat Ended Projectile Penetrating Ultra-High Strength Concrete Plate Target,” Theor. Appl. Fract. Mech., 51(2), pp. 117–128. [CrossRef]
Zhou, X. Q. , and Hao, H. , 2009, “ Mesoscale Modelling and Analysis of Damage and Fragmentation of Concrete Slab Under Contact Detonation,” Int. J. Impact Eng., 36(12), pp. 1315–1326. [CrossRef]
Naaman, A. E. , and Homrich, J. R. , 1989, “ Tensile Stress–Strain Properties of SIFCON,” ACI Mater. J., 86(3), pp. 244–251.
Shah, A. A. , and Ribakov, Y. , 2011, “ Recent Trends in Steel Fibred High-Strength Concrete,” Mater. Des., 32(8–9), pp. 4122–4151. [CrossRef]
Soe, K. T. , Zhang, Y. X. , and Zhang, L. C. , 2013, “ Material Properties of a New Hybrid Fibre-Reinforced Engineered Cementitious Composite,” Constr. Build. Mater., 43, pp. 399–407. [CrossRef]
Zukas, J. , 2004, Introduction to Hydrocodes, Elsevier B.V., Amsterdam, The Netherlands.
Li, Q. M. , Reid, S. R. , Wen, H. M. , and Telford, A. R. , 2005, “ Local Impact Effects of Hard Missiles on Concrete Targets,” Int. J. Impact Eng., 32(1–4), pp. 224–284. [CrossRef]
Huang, F. , Wu, H. , Jin, Q. , and Zhang, Q. , 2005, “ A Numerical Simulation on the Perforation of Reinforced Concrete Targets,” Int. J. Impact Eng., 32(1–4), pp. 173–187. [CrossRef]
Agardh, L. , and Laine, L. , 1999, “ 3D FE-Simulation of High-Velocity Fragment Perforation, of Reinforced Concrete Slabs,” Int. J. Impact Eng., 22(9–10), pp. 911–922. [CrossRef]
Beppu, M. , Miwa, K. , Itoh, M. , Katayama, M. , and Ohno, T. , 2008, “ Damage Evaluation of Concrete Plates by High-Velocity Impact,” Int. J. Impact Eng., 35(12), pp. 1419–1426. [CrossRef]
Cotsovos, D. M. , and Pavlovic, M. N. , 2008, “ Numerical Investigation of Concrete Subjected to Compressive Impact Loading—Part 1: A Fundamental Explanation for the Apparent Strength Gain at High Loading Rates,” Comput. Struct., 86(1–2), pp. 145–163. [CrossRef]
Liu, Y. , Ma, A. , and Huang, F. , 2009, “ Numerical Simulations of Oblique-Angle Penetration by Deformable Projectiles Into Concrete Targets,” Int. J. Impact Eng., 36(3), pp. 438–446. [CrossRef]
Farnam, Y. , Mohammadi, S. , and Shekarchi, M. , 2010, “ Experimental and Numerical Investigations of Low Velocity Impact Behavior of High-Performance Fiber-Reinforced Cement Based Composite,” Int. J. Impact Eng., 37(2), pp. 220–229. [CrossRef]
Leppanen, J. , 2002, “ Dynamic Behaviour of Concrete Structures Subjected to Blast and Fragment Impacts,” Degree of Licentiate of Engineering thesis, Chalmers University of Technology, Goteborg, Sweden.
Rempling, R. , 2004, “ Concrete Wall Subjected to Fragment Impacts-Numerical Analysis of Perforation and Scabbing,” M.S. thesis, Chalmers University of Technology, Goteborg, Sweden.
Wang, Z. L. , Wu, J. , and Wang, J. G. , 2010, “ Experimental and Numerical Analysis on Effect of Fibre Aspect Ratio on Mechanical Properties of SRFC,” Constr. Build. Mater., 24(4), pp. 559–565. [CrossRef]
Li, J. , and Zhang, Y. X. , 2012, “ Evaluation of Constitutive Models of Hybrid-Fibre Engineered Cementitious Composites Under Dynamic Loadings,” Constr. Build. Mater., 30, pp. 149–160. [CrossRef]
Luccioni, B. , Ruano, G. , Isla, F. , Zerbino, R. , and Giaccio, G. , 2012, “ A Simple Approach to Model SFRC,” Constr. Build. Mater., 37, pp. 111–124. [CrossRef]
Dancygier, A. N. , 1998, “ Rear Face Damage of Normal and High-Strength Concrete Elements Caused by Hard Projectile Impact,” ACI Struct. J., 95(3), pp. 291–303.
Luo, X. , Sun, W. , and Chan, S. Y. N. , 2000, “ Characteristics of High-Performance Steel Fiber-Reinforced Concrete Subject to High Velocity Impact,” Cem. Concr. Res., 30(6), pp. 907–914. [CrossRef]
Maalej, M. , Quek, S. T. , and Zhang, J. , 2005, “ Behaviour of Hybrid-Fifer Engineered Cementitious Composites Subjected to Dynamic Tensile Loading and Projectile Impact,” J. Mater. Civ. Eng., 17(2), pp. 143–152. [CrossRef]
Teng, T. L. , Chu, Y. A. , Chang, F. A. , and Chin, H. S. , 2004, “ Simulation Model of Impact on Reinforced Concrete,” Cem. Concr. Res., 34(11), pp. 2067–2077. [CrossRef]
Amar, P. , Srinivasan, S. M. , and Rama Mohan Rao, A. , 2014, “ High Velocity Impact Behaviour of Layered Steel Fibre Reinforced Cementitious Composite (SFRCC) Panels,” CMC Tech Sci. J., 42(1), pp. 75–102.
Amar, P. , 2016, “ Studies on Steel Fibre Reinforced Cementitious Composite (SFRCC) Panels Subjected to High Velocity Impact of Short Projectiles,” Ph.D. thesis, Indian Institute of Technology Madras, Chennai, India.
Nyström, U. , and Gylltoft, K. , 2011, “ Comparative Numerical Studies of Projectile Impacts on Plain and Steel-Fibre Reinforced Concrete,” Int. J. Impact Eng., 38(2–3), pp. 95–105. [CrossRef]
Riedel, W. , Kawai, N. , and Kondo, K. , 2009, “ Numerical Assessment for Impact Strength Measurements in Concrete Materials,” Int. J. Impact Eng., 36(2), pp. 283–293. [CrossRef]
Borrvall, T. , and Riedel, W. , 2011, “ The RHT Concrete Model in LS-DYNA,” 8th European LS-DYNA Users Conference, Strasbourg, France, May 23–24.
Tu, Z. , and Lu, Y. , 2011, “ Modifications of RHT Material Model for Improved Numerical Simulation of Dynamic Response of Concrete,” Int. J. Impact Eng., 37(10), pp. 1072–1082. [CrossRef]
CEB, 1990, “ Comite Euro-International du Beton,” CEB-FIP Model Code 1990, Redwood Book, Trowbridge, UK.
Iremonger, M. J. , 2003, “ Disruption of Small Arms Bullet Using Thin Metal Plates,” 11th International Symposium on Interaction of the Effects of Munitions With Structures, Mannheim, Germany, May 5–9.
Ansys, 2011, “  Ansys Inc. AUTODYN Release Version 14.0,” Canonsburg, PA.
Amar, P. , Srinivasan, S. M. , and Rama Mohan Rao, A. , 2015, “ Numerical Investigation on Steel Fibre Reinforced Cementitious Composite Panels Subjected to High Velocity Impact Loading,” Mater. Des., 83, pp. 164–175.
Dunne, F. , and Petrinic, N. , 2004, Introduction to Computational Plasticity, Oxford University Press, Oxford, UK.


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Fig. 1

Plan and cross section of SFRCC panels: (a) SFRCC panel and (b) cross sections at A–A

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Fig. 2

P-alpha equation of state (relation between pressure and density)

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Fig. 3

Responses of numerical simulation of multihit cases on SFRCC panels with 10% fiber volume subjected to impact of 7.62 mm caliber projectile: (a) after first hit at center, (b) after second hit, (c) after third hit, (d) section at dotted line, and (e) section at dashed line

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Fig. 4

Comparison of damage in SSS type panel under multihits of 5.56 mm projectile: (a) damage contours for front face, (b) front view of tested panel, (c) damage contours for the section at dotted lines, and (d) actual panel after cutting along dashed line

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Fig. 5

Typical terminology used for the measurement of damaged SFRCC panels

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Fig. 6

Kinetic energy variation during multihits of 5.56 mm projectile

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Fig. 7

SFRCC panel (10% fiber Vf) after three hits of 7.62 mm projectile: (a) tested panel, (b) damage contours, and (c) kinetic energy dissipation

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Fig. 8

Comparison of internal damage (along the dashed line in Fig. 7) under multi-impact of 7.62 mm projectile



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