Technical Papers
Sep 30, 2021

Specimen Size Effect and Dynamic Increase Factor for Basalt Fiber–Reinforced Concrete Using Split Hopkinson Pressure Bar

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 12

Abstract

Basalt fiber is commonly used as reinforcement in various civil engineering structures such as concrete panels, domes, bridges, and tunnels. Dynamic characterization of basalt fiber–reinforced concrete (BFRC) using a split Hopkinson pressure bar (SHPB) is carried out in the present investigation. Concrete with characteristic compressive strength of 30 MPa is considered herein to study its static and dynamic behavior. For this purpose, plain concrete (PC) and BFRC with a fiber content of 1% and 2% are investigated. For dynamic behavior, two different diameters, i.e., 76 and 54 mm samples, are prepared with varying slenderness ratios of 0.3 and 0.5. The behavior of PC and BFRC is experimentally studied at different strain rates ranging from 164 to 796/s, with gas gun pressures up to 0.38 MPa. Based on this investigation, it is observed that the strength of the concrete increases with the increasing strain rates, and the dynamic increase factor (DIF) is found to be varying from 0.91 to 3.58.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

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

References

Algin, Z., K. Mermerdas, and L. W. Khalid. 2020. “Mechanical performance of basalt fiber reinforced concretes.” J. Inst. Sci. Technol. 10 (2): 1093–1106. https://doi.org/10.21597/jist.626757.
ASTM. 2019. Standard practice for making and curing concrete test specimens in the laboratory. ASTM C192/C192M-19. West Conshohocken, PA: ASTM.
Ayub, T., N. Shafiq, and S. U. Khan. 2016. “Compressive stress strain behavior of HSFRC reinforced with basalt fiber.” J. Mater. Civ. Eng. 28 (4): 1–11. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001441.
Bertholf, L. D., and C. H. Karnes. 1975. “Two-dimensional analysis of the split Hopkinson pressure bar system.” J. Mech. Phys. Solids 23 (1): 1–19. https://doi.org/10.1016/0022-5096(75)90008-3.
BIS (Bureau of Indian Standards). 2009. Indian standard code of practice for concrete mix proportioning guidelines. New Delhi, India: BIS.
Branston, J., E. Booya, K. Gorospe, A. Adesina, S. Das, and D. Lawn. 2019. “Microstructure and mechanical properties of basalt fiber reinforced concrete.” In Proc., 17th Euroseminar on Microscopy Applied to Building Materials, 121–127. Toronto: Canada Building Materials Aggregates.
Chen, W., and B. Song. 2011. Split Hopkinson (Kolsky) bar: Design, testing, and applications. New York: Springer.
Davies, E. D. H., and S. C. Hunter. 1963. “The dynamic compression testing of solids by the method of the split Hopkinson pressure bar.” J. Mech. Phys. Solids 11 (3): 155–179. https://doi.org/10.1016/0022-5096(63)90050-4.
Fu, Q., D. Niu, J. Zhang, D. Huang, Y. Wang, M. Hong, and L. Zhang. 2018. “Dynamic compressive mechanical behaviour and modelling of basalt–polypropylene fibre-reinforced concrete.” Arch. Civ. Mech. Eng. 18 (3): 914–927. https://doi.org/10.1016/j.acme.2018.01.016.
Grote, D. L., S. W. Park, and M. Zhou. 2001. “Dynamic behavior of concrete at high strain rates and pressures: I. Experimental characterization.” Int. J. Impact Eng. 25 (9): 869–886. https://doi.org/10.1016/S0734-743X(01)00020-3.
Huaxin, L., J. Yang, X. Kong, and X. Xue. 2017. “Basic mechanical properties of basalt fiber reinforced recycled aggregate concrete.” Open Civ. Eng. J. 11 (1): 43–53. https://doi.org/10.2174/1874149501711010043.
Iyer, P., S. Y. Kenno, and S. Das. 2015. “Mechanical properties of fiber-reinforced concrete made with basalt filament fibers.” J. Mater. Civ. Eng. 27 (11): 04015015. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001272.
Jalasutram, S., D. R. Sahoo, and V. Matsagar. 2017. “Experimental investigation of the mechanical properties of basalt fiber–reinforced concrete.” Struct. Concr. 18 (2): 292–302. https://doi.org/10.1002/suco.201500216.
Kabashi, N., C. Krasniqi, R. M. Hadri, and A. Sadikaj. 2018. “Effect of fiber reinforced concrete and behavior in the rigid pavement.” Int. J. Struct. Civ. Eng. Res. 7 (1): 29–33. https://doi.org/10.18178/ijscer.7.1.29-33.
Kirthika, S. K., and S. K. Singh. 2018. “Experimental investigations on basalt fiber-reinforced concrete.” J. Inst. Eng. India Ser. A. 99 (4): 661–670.
Li, J., S. Shi, Q. He, and S. Chen. 2019. “Split Hopkinson pressure bar test and numerical simulation of steel fiber reinforced high strength concrete.” Int. Inf. Eng. Technol. Assoc. 29 (2): 109–117. https://doi.org/10.18280/rcma.290206.
Li, V. C. 2002. “Large volume, high-performance applications of fibers in civil engineering.” J. Appl. Polym. Sci. 83 (3): 660–686. https://doi.org/10.1002/app.2263.
Li, W., and J. Xu. 2009a. “Impact characterization of basalt fiber reinforced geopolymeric concrete using a 100-mm-diameter split Hopkinson pressure bar.” Mater. Sci. Eng., A 513–514 (Jul): 145–153. https://doi.org/10.1016/j.msea.2009.02.033.
Li, W., and J. Xu. 2009b. “Mechanical properties of basalt fiber reinforced geopolymeric concrete under impact loading.” Mater. Struct. 505 (1–2): 178–186. https://doi.org/10.1016/j.msea.2008.11.063.
Li, W., J. Xu, L. Shen, and Q. Li. 2008. “Dynamic mechanical properties of basalt fiber reinforced concrete using a split Hopkinson pressure bar.” Acta Materiae Compositae Sin. 25 (2): 135–142.
Liang, W., J. Zhao, Y. Li, and Y. Zhai. 2020. “Research on the fractal characteristics and energy dissipation of basalt fiber reinforced concrete after exposure to elevated temperatures under impact loading.” Materials (Basel) 13 (8): 1902. https://doi.org/10.3390/ma13081902.
Liu, Y. S., and G. Gao. 2011. “Study on impact compressive behavior and constitutive model of BFRC.” Appl. Mech. Mater. 71–78 (Jul): 224–228. https://doi.org/10.4028/www.scientific.net/AMM.71-78.224.
Mishra, S., T. Chakraborty, D. Basu, and N. Lam. 2020. “Characterization of sandstone for application in blast analysis of tunnel.” Geotech. Test. J. 43 (2): 351–382. https://doi.org/10.1520/GTJ20180270.
Naidu, G., D. V. Prasad, and V. S. Pavani. 2020. “Impact of chloride attack on basalt fiber reinforced concrete.” Int. J. Innovative Technol. Exploring Eng. 8 (12): 4467–4469. https://doi.org/10.35940/ijitee.L3502.1081219.
Ren, W., J. Xu, Y. Liu, and H. Su. 2014. “Fractal characteristics of fragments of basalt fiber reinforced concrete after elevated temperatures under impact loading.” J. Vibr. Shock 33 (10): 167–188.
Ren, W., J. Xu, and H. Su. 2016. “Dynamic compressive behavior of basalt fiber reinforced concrete after exposure to elevated temperatures.” Fire Mater. 40 (5): 738–755. https://doi.org/10.1002/fam.2339.
Sateshkumar, S. K., P. O. Awoyera, T. Kandasamy, S. Nagaraj, P. Murugesan, and B. Ponnusamy. 2018. “Impact resistance of high strength chopped basalt fiber-reinforced concrete.” Rev. Constr. 17 (2): 240–249.
Sondarva, D., and A. C. Bhogayata. 2017. “Usage of chopped basalt fibers in concrete composites: A review.” Int. J. Eng. Res. Technol. 6 (9): 323–327. https://doi.org/10.17577/IJERTV6IS090164.
Song, B., K. Connelly, J. Korellis, W. Lu, and B. R. Antoun. 2009. “Improved Kolsky-bar design for mechanical characterization of materials at high strain rates.” Meas. Sci. Technol. 20 (11): 115701. https://doi.org/10.1088/0957-0233/20/11/115701.
Stoller, J., and E. Zezulova. 2017. “The application of fibre reinforced concrete for protective shelter from auxiliary material.” Key Eng. Mater. 755 (Sep): 374–381. https://doi.org/10.4028/www.scientific.net/KEM.755.374.
Wang, S., S. T. Quek, and M. H. Zhang. 2011. “Effect of high strain rate loading on compressive behavior of fiber reinforced high strength concrete.” Mag. Concr. Res. 63 (11): 813–827. https://doi.org/10.1680/macr.2011.63.11.813.
Wang, S., M. Zhang, and S. T. Quek. 2017. “Effect of specimen size on static strength and dynamic increase factor of high strength concrete from SHPB test.” J. Test. Eval. 39 (5): 898–907. https://doi.org/10.1520/JTE103370.
Wang, X., J. He, A. S. Mosallam, C. Li, and H. Xin. 2019. “The effects of fiber length and volume on material properties and crack resistance of basalt fiber reinforced concrete (BFRC).” Adv. Mater. Sci. Eng. 2019 (4): 1–17. https://doi.org/10.1155/2019/7520549.
Xu, Z., H. Hao, and H. N. Li. 2012. “Experimental study of dynamic compressive properties of fibre reinforced concrete material with different fibres.” Mater. Des. 33 (Jan): 42–55. https://doi.org/10.1016/j.matdes.2011.07.004.
Yoo, D. Y., and N. Banthia. 2019. “Impact resistance of fiber–reinforced concrete—A review.” Cem. Concr. Compos. 104 (Nov): 1–22. https://doi.org/10.1016/j.cemconcomp.2019.103389.
Zhang, H., B. Wang, A. Xie, and Y. Qi. 2017. “Experimental study on dynamic mechanical properties and constitutive model of basalt fiber reinforced concrete.” Constr. Build. Mater. 152 (Oct): 154–167. https://doi.org/10.1016/j.conbuildmat.2017.06.177.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 12December 2021

History

Received: Jan 13, 2021
Accepted: Apr 21, 2021
Published online: Sep 30, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 28, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Kavita Ganorkar [email protected]
Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, Delhi 110 016, India. Email: [email protected]
Assistant Professor, Dept. of Applied Mechanics, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440 010, India. ORCID: https://orcid.org/0000-0001-5166-2547. Email: [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi, Delhi 110 016, India (corresponding author). ORCID: https://orcid.org/0000-0002-3437-7987. Email: [email protected].

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Design, development, and calibration of split Hopkinson pressure bar system for Dynamic material characterization of concrete, International Journal of Protective Structures, 10.1177/20414196231155947, (204141962311559), (2023).
  • Numerical Analysis of Double-Leaf Composite Stiffened Door Subjected to Blast Loading, Journal of Performance of Constructed Facilities, 10.1061/(ASCE)CF.1943-5509.0001783, 37, 1, (2023).
  • A study on mechanical behavior of Kevlar fiber reinforced concrete under static and high-strain rate loading, International Journal of Protective Structures, 10.1177/20414196221118596, (204141962211185), (2022).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share