Technical Papers
Jun 17, 2023

A New Approach for Protection against Ejection Trajectory of Scabbed Materials of Ultrahigh-Performance Concrete under Projectile Impact

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 9

Abstract

Scabbing on the rear face of concrete under impact produces fragments that act as additional projectiles causing fatality or severe damage to the occupants or systems. Ultrahigh-performance concrete (UHPC) has outstanding properties and has proven efficacy in the impact-resistant design of structures. However, the potential damage due to the impact of fragments of scabbed pieces still prevails. This study developed a new approach for preventing ejection of scabbed materials of UHPC under single and repeated bullet impact (using a single-stage gas gun facility). The ejection of scabbed materials was controlled using woven carbon–epoxy and glass–epoxy laminated composite sheets attached to the rear face of UHPC samples. The ejection of scabbed pieces was controlled in UHPC targets with composite backing in the case of both single and repeated impact under similar conditions. Furthermore, a numerical simulation based on nonlinear finite-element code was performed for repeated impact on a UHPC target with a carbon–epoxy laminated composite. The results of the numerical simulation had a good agreement with the experimental data. Thus, the synergistic effects of steel fiber–reinforced UHPC with composite backing can be used to enhance the impact performance of UHPC.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published paper.

Acknowledgments

Support from the Prime Minister’s Research Fellowship (PMRF) offered by the Ministry of Human Resource Development (MHRD), Government of India is gratefully acknowledged by the first author. The authors gratefully acknowledge the support of Ph.D. Scholar Santanu Choudhury of Mechanical Engineering, Department of Civil Engineering, IIT Bombay for help regarding the use of the high-speed camera.
Author contributions: Nabodyuti Das: conceptualization, methodology, formal analysis, validation, investigation, resources, data curation, writing (original draft), writing (review), and editing; Bhaskar Ramagiri: conceptualization, methodology, investigation, writing, and editing; and Prakash Nanthagopalan: conceptualization, writing (review), editing, and supervision.

References

Abdel-Nasser, Y., A. M. H. Elhewy, and I. Al-Mallah. 2017. “Impact analysis of composite laminate using finite element method.” Alexandria Eng. J. 12 (2): 219–226. https://doi.org/10.1080/17445302.2015.1131005.
Alam, M. S., and M. A. Chowdhury. 2020. “Characterization of epoxy composites reinforced with CaCO3-Al2O3-MgO-TiO2/CuO filler materials.” Alexandria Eng. J. 59 (6): 4121–4137. https://doi.org/10.1016/j.aej.2020.07.017.
Almusallam, T. H., N. A. Siddiqui, R. A. Iqbal, and H. Abbas. 2013. “Response of hybrid-fiber reinforced concrete slabs to hard projectile impact.” Int. J. Impact Eng. 58 (Aug): 17–30. https://doi.org/10.1016/j.ijimpeng.2013.02.005.
Aoude, H., F. P. Dagenais, R. P. Burrell, and M. Saatcioglu. 2015. “Behavior of ultra-high performance fiber reinforced concrete columns under blast loading.” Int. J. Impact Eng. 80 (Jun): 185–202. https://doi.org/10.1016/j.ijimpeng.2015.02.006.
ASTM. 2014. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete. ASTM C469/469M. West Conshohocken, PA: ASTM.
Azmee, N. M., and N. Shafiq. 2018. “Ultra-high performance concrete: From fundamental to applications.” Case Stud. Constr. Mater. 9 (Dec): e00197. https://doi.org/10.1016/j.cscm.2018.e00197.
BIS (Bureau of Indian Standards). 1999. Method of test splitting tensile strength of concrete. IS 5816. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2018. Method of tests for strength of concrete. IS: 516. New Delhi, India: BIS.
BSI (British Standards Institution). 2016. Methods of testing cement. Determination of strength. EN 196-1:2016. London: BSI.
Cao, Y. Y. Y., Q. Yu, W. H. Tang, and H. J. H. Brouwers. 2020. “Numerical investigation on ballistic performance of coarse-aggregated layered UHPFRC.” Constr. Build. Mater. 250 (Jul): 118867. https://doi.org/10.1016/j.conbuildmat.2020.118867.
Charney, F. A., B. Barngrover. 2004. “NONLIN: Software for earthquake engineering education.” In Proc., Structures 2004: Building on the Past, Securing the Future. Reston, VA: ASCE. https://doi.org/10.1061/40700(2004)177.
Chen, D., Q. Luo, M. Meng, Q. Li, and G. Sun. 2019. “Low velocity impact behavior of interlayer hybrid composite laminates with carbon/glass/basalt fibres.” Composites, Part B 176 (Nov): 107191. https://doi.org/10.1016/j.compositesb.2019.107191.
Das, N., and P. Nanthagopalan. 2022. “State-of-the-art review on ultra high performance concrete—Ballistic and blast perspective.” Cem. Concr. Compos. 127 (Mar): 104383. https://doi.org/10.1016/j.cemconcomp.2021.104383.
DIN (Deutsches Institut für Normung). 1985. Testing of liquid petroleum products and other combustible liquids; determination of flash point by pensky-martens closed tester. DIN 51758. Geneva: DIN.
Du, Y., J. Wei, K. Liu, D. Huang, Q. Lin, and B. Yang. 2020. “Research on dynamic constitutive model of ultra-high performance fiber-reinforced concrete.” Constr. Build. Mater. 234 (Feb): 117386. https://doi.org/10.1016/j.conbuildmat.2019.117386.
Feng, J., W. Sun, Z. Liu, C. Cui, and X. Wang. 2016. “An armour-piercing projectile penetration in a double-layered target of ultra-high-performance fiber reinforced concrete and armour steel: Experimental and numerical analyses.” Mater. Des. 102 (Jul): 131–141. https://doi.org/10.1016/j.matdes.2016.04.021.
Hanchak, S. J., M. J. Forrestal, E. R. Young, and J. Q. Ehrgott. 1992. “Perforation of concrete slabs with 48 MPa (7 ksi) and 140 MPa (20 ksi) unconfined compressive strengths.” Int. J. Impact Eng. 12 (1): 1–7. https://doi.org/10.1016/0734-743X(92)90282-X.
Hashin, Z., and A. Rotem. 1973. “A Fatigue failure criterion for fiber reinforced materials.” J. Compos. Mater. 7 (4): 448–464. https://doi.org/10.1177/002199837300700404.
Holmquist, T. J., and G. R. Johnson. 2011. “A computational constitutive model for glass subjected to large strains, high strain rates and high pressures.” J. Appl. Mech. 78 (5): 051003.
Holmquist, T. J., G. R. Johnson, and W. H. Cook. 1993. “A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures.” In Vol. 2 of Proc., 14th Int. Symp. on Ballistic, 591–600. Arlington, VA: American Defense Preparedness Association.
ISO. 1999. Plastics–Epoxy compounds: Determination of epoxy equivalent. ISO 3001. Geneva: ISO.
ISO. 2018a. Plastics—Determination of viscosity using a falling-ball viscometer—Part 1: Inclined-tube method. ISO 12058. Geneva: ISO.
ISO. 2018b. Plastics–Resins in the liquid state or as emulsions or dispersions—Determination of apparent viscosity by the Brookfield test method. ISO 2555. Geneva: ISO.
ISO. 2022. Plastics–Liquid resins—Determination of density by the pycnometer method. ISO 1675. Geneva: ISO.
Kravanja, S., and R. Sovják. 2018. “Ultra-high-performance fibre-reinforced concrete under high-velocity projectile impact. Part I. Experiments.” Acta Polytech. 58 (4): 232–239. https://doi.org/10.14311/AP.2018.58.0232.
Lai, J., X. Guo, and Y. Zhu. 2015. “Repeated penetration and different depth explosion of ultra-high performance concrete.” Int. J. Impact Eng. 84 (Oct): 1–12. https://doi.org/10.1016/j.ijimpeng.2015.05.006.
Lai, J., H. Wang, H. Yang, X. Zheng, and Q. Wang. 2017. “Dynamic properties and SPH simulation of functionally graded cementitious composite subjected to repeated penetration.” Constr. Build. Mater. 146 (Aug): 54–65. https://doi.org/10.1016/j.conbuildmat.2017.04.023.
Lai, J., H. Yang, H. Wang, X. Zheng, and Q. Wang. 2018. “Properties and modeling of ultra-high-performance concrete subjected to multiple bullet impacts.” J. Mater. Civ. Eng. 30 (10): 04018256. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002462.
Li, P. P., H. J. H. Brouwers, and Q. Yu. 2020. “Influence of key design parameters of ultra-high performance fibre reinforced concrete on in-service bullet resistance.” Int. J. Impact Eng. 136 (Feb): 103434. https://doi.org/10.1016/j.ijimpeng.2019.103434.
Liu, J., J. Li, J. Fang, Y. Su, and C. Wu. 2022. “Ultra-high performance concrete targets against high velocity projectile impact—A-state-of-the-art review.” Int. J. Impact Eng. 160 (Feb): 104080. https://doi.org/10.1016/j.ijimpeng.2021.104080.
Liu, J., C. Wu, and X. Chen. 2017a. “Numerical study of ultra-high performance concrete under non-deformable projectile penetration.” Constr. Build. Mater. 135 (Mar): 447–458. https://doi.org/10.1016/j.conbuildmat.2016.12.216.
Liu, J., C. Wu, J. Li, J. Fang, Y. Su, and R. Shao. 2019. “Ceramic balls protected ultra-high performance concrete structure against projectile impact—A numerical study.” Int. J. Impact Eng. 125 (Mar): 143–162. https://doi.org/10.1016/j.ijimpeng.2018.11.006.
Liu, J., C. Wu, J. Li, Z. Liu, S. Xu, K. Liu, Y. Su, J. Fang, and G. Chen. 2021. “Projectile impact resistance of fibre-reinforced geopolymer-based ultra-high performance concrete (G-UHPC).” Constr. Build. Mater. 290 (Jul): 123189. https://doi.org/10.1016/j.conbuildmat.2021.123189.
Liu, J., C. Wu, J. Li, Y. Su, R. Shao, Z. Liu, and G. Chen. 2017b. “Experimental and numerical study of reactive powder concrete reinforced with steel wire mesh against projectile penetration.” Int. J. Impact Eng. 109 (Nov): 131–149. https://doi.org/10.1016/j.ijimpeng.2017.06.006.
Liu, J., C. Wu, Y. Su, J. Li, R. Shao, G. Chen, and Z. Liu. 2018. “Experimental and numerical studies of ultra-high performance concrete targets against high-velocity projectile impacts.” Eng. Struct. 173 (Oct): 166–179. https://doi.org/10.1016/j.engstruct.2018.06.098.
Máca, P., and R. Sovják. 2012. “Resistance of ultra high performance fibre reinforced concrete to projectile impact.” WIT Trans. Built Environ. 126: 261–272.
Máca, P., R. Sovják, and P. Konvalinka. 2014. “Mix design of UHPFRC and its response to projectile impact.” Int. J. Impact Eng. 63 (Jan): 158–163. https://doi.org/10.1016/j.ijimpeng.2013.08.003.
Mina, A. L., M. F. Petrou, and K. G. Trezos. 2021. “Resistance of an optimized ultra-high performance fiber reinforced concrete to projectile impact.” Buildings 11 (2): 63. https://doi.org/10.3390/buildings11020063.
Naik, N. K., Y. C. Sekher, and S. Meduri. 2000. “Damage in woven-fabric composites subjected to low-velocity impact.” Compos. Sci. Technol. 60 (5): 731–744. https://doi.org/10.1016/S0266-3538(99)00183-9.
Pandya, K. S., L. Dharmane, J. R. Pothnis, G. Ravikumar, and N. K. Naik. 2012. “Stress wave attenuation in composites during ballistic impact.” Int. J. Impact Eng. 31 (2): 261–266. https://doi.org/10.1016/j.polymertesting.2011.11.006.
Rajput, A., and M. A. Iqbal. 2017. “Ballistic performance of plain, reinforced and pre-stressed concrete slabs under normal impact by an ogival-nosed projectile.” Int. J. Impact Eng. 110 (Dec): 57–71. https://doi.org/10.1016/j.ijimpeng.2017.03.008.
Rajput, A., M. A. Iqbal, and N. K. Gupta. 2018. “Ballistic performances of concrete targets subjected to long projectile impact.” Thin-Walled Struct. 126 (May): 171–181. https://doi.org/10.1016/j.tws.2017.01.021.
Ramagiri, B., and C. S. Yerramalli. 2022. “Numerical investigation on the role of out-of-plane fiber direction on impact resistance of composite target.” J. Aerosp. Sci. Technol. 74 (3): 151–159. https://doi.org/10.1177/07316844231158176.
Ren, G. M., H. Wu, Q. Fang, J. Z. Liu, and Z. M. Gong. 2016. “Triaxial compressive behavior of UHPCC and applications in the projectile impact analyses.” Constr. Build. Mater. 1138 (Jun): 1–14. https://doi.org/10.1016/j.conbuildmat.2016.02.227.
Ren, G.-M., H. Wu, Q. Fang, and X.-Z. Kong. 2017. “Parameters of Holmquist–Johnson–Cook model for high-strength concrete-like materials under projectile impact.” Int. J. Prot. Struct. 8 (3): 352–367. https://doi.org/10.1177/2041419617721552.
Russel, G. H., and B. A. Graybeal. 2013. Ultra-high performance concrete: A state-of-the-art report for the bridge community. McLean, VA: Federal Highway Administration.
Shao, J. R., N. Liu, and Z. J. Zheng. 2021. “Numerical comparison between Hashin and Chang-Chang failure criteria in terms of inter-laminar damage behavior of laminated composite.” Mater. Res. Express 8 (8): 085602. https://doi.org/10.1088/2053-1591/ac1d40.
Tai, Y. S. 2009. “Flat ended projectile penetrating ultra-high strength concrete plate target.” Theor. Appl. Fract. Mech. 51 (2): 117–128. https://doi.org/10.1016/j.tafmec.2009.04.005.
Wang, D., C. Shi, Z. Wu, J. Xiao, Z. Huang, and Z. Fang. 2015. “A review on ultra high performance concrete: Part II. Hydration, microstructure and properties.” Constr. Build. Mater. 96 (Oct): 368–377. https://doi.org/10.1016/j.conbuildmat.2015.08.095.
Wang, S., H. T. N. Le, L. H. Poh, H. Feng, and M.-H. Zhang. 2016. “Resistance of high-performance fiber-reinforced cement composites against high-velocity projectile impact.” Int. J. Impact Eng. 95 (Sep): 89–104. https://doi.org/10.1016/j.ijimpeng.2016.04.013.
Wang, Z. L., H. H. Zhu, and J. G. Wang. 2013. “Repeated-impact response of ultrashort steel fiber reinforced concrete.” Exp. Tech. 37 (4): 6–13. https://doi.org/10.1111/j.1747-1567.2011.00722.x.
Xie, B., Z. Yan, Y. Du, Z. Zhao, and X. Zhang. 2019. “Determination of Holmquist–Johnson–Cook constitutive parameters of coal: Laboratory study and numerical simulation.” Processes 7 (6): 386. https://doi.org/10.3390/pr7060386.
Xu, S., F. Zhou, Q. Li, and P. Wu. 2021. “A novel dynamic cavity expansion model to predict the resistance of reactive powder concrete (RPC) against projectile impact.” Composites, Part B 223 (Oct): 109107. https://doi.org/10.1016/j.compositesb.2021.109107.
Yashiro, S., K. Ogi, T. Nakamura, and A. Yoshimura. 2013. “Characterization of high-velocity impact damage in CFRP laminates: Part I—Experiment.” Composites, Part A 48 (1): 93–100. https://doi.org/10.1016/j.compositesa.2012.12.015.
Yoo, D.-Y., and N. Banthia. 2017. “Mechanical and structural behaviors of ultra-high-performance fiber-reinforced concrete subjected to impact and blast.” Constr. Build. Mater. 149 (Sep): 416–431. https://doi.org/10.1016/j.conbuildmat.2017.05.136.
Yu, R., L. Chen, Q. Fang, and Y. Huan. 2018. “An improved nonlinear analytical approach to generate fragility curves of reinforced concrete columns subjected to blast loads.” Adv. Struct. Eng. 21 (3): 396–414. https://doi.org/10.1177/1369433217718986.
Yu, R., P. Spiesz, and H. J. H. Brouwers. 2016. “Energy absorption capacity of a sustainable ultra-high performance fibre reinforced concrete (UHPFRC) in quasi-static mode and under high velocity projectile impact.” Cem. Concr. Compos. 68 (Apr): 109–122. https://doi.org/10.1016/j.cemconcomp.2016.02.012.
Zhang, T., H. Wu, Q. Fang, T. Huang, Z. M. Gong, and Y. Peng. 2017. “UHP-SFRC panels subjected to aircraft engine impact: Experiment and numerical simulation.” Int. J. Impact Eng. 109 (Nov): 276–292. https://doi.org/10.1016/j.ijimpeng.2017.07.012.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 9September 2023

History

Received: Sep 7, 2022
Accepted: Jan 25, 2023
Published online: Jun 17, 2023
Published in print: Sep 1, 2023
Discussion open until: Nov 17, 2023

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Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, Maharashtra 400076, India (corresponding author). ORCID: https://orcid.org/0000-0002-1814-9060. Email: [email protected]
Bhaskar Ramagiri [email protected]
Ph.D. Research Scholar, Dept. of Aerospace Engineering, Indian Institute of Technology Bombay, Mumbai, Maharashtra 400076, India. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, Maharashtra 400076, India. ORCID: https://orcid.org/0000-0003-1635-1238. Email: [email protected]

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