Technical Papers
Apr 8, 2016

Tensile Behaviors of Basalt, Carbon, Glass, and Aramid Fabrics under Various Strain Rates

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 9

Abstract

High-strength fabrics are ideal materials for use in structural and aerospace systems where high-performance and lightweight structures are demanded. Mechanical characterization of this class of materials under dynamic loading is of great importance considering extreme conditions such as explosion, impact, and ballistic loading. The strain-rate effect on the tensile behaviors of unidirectional glass, basalt, carbon, and plain-woven aramid fabrics were evaluated under various strain rates (25, 50, and 100s1) using a servohydraulic high-rate testing system. The stress-strain responses and failure modes of these fabrics at the investigated strain rates were studied. Quasi-static tests were also performed as a comparison. The results showed that as the strain rate increased from 25 to 100s1, the average tensile strength of basalt, carbon, glass, and aramid fabrics increased from 1,095 to 1,743, 1,516 to 1,974, 1,072 to 1,462, and 1,530 to 1,897 MPa, respectively. Toughness and maximum strain were also found to be increased. The significance of strain-rate effect on the material properties of different fabrics was statistically tested using ANOVA. The P-values of tensile strength, toughness, maximum strain, and Young’s modulus of all materials were less than 0.05, except for the maximum strain of basalt (P-value of 0.3134) and the toughness (P-value of 0.1832) and Young’s modulus (P-value of 0.0662) of aramid.

Get full access to this article

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

Acknowledgments

This work was supported by the funds from National Basic Research Program of China (973 program, Grant No. 2012CB026200), the Sci-Tech Support Plan of Hunan Province (Grant No. 2014WK2026), and the Interdisciplinary Research Project of Hunan University.

References

Amroune, S., et al. (2015). “Tensile mechanical properties and surface chemical sensitivity of technical fibres from date palm fruit branches (Phoenix dactylifera L.).” Compos. Part A-Appl. Sci., 71, 95–106.
Babaeidarabad, S., Arboleda, D., Loreto, G., and Nanni, A. (2014a). “Shear strengthening of un-reinforced concrete masonry walls with fabric-reinforced-cementitious-matrix.” Constr. Build. Mater., 65, 243–253.
Babaeidarabad, S., Loreto, G., and Nanni, A. (2014b). “Flexural strengthening of RC beams with an externally bonded fabric-reinforced cementitious matrix.” J. Compos. Constr., 04014009.
Brameshuber, W. (2006). Rep. 36: Textile reinforced concrete-state-of-the-art report of RILEM TC 201-TRC, Vol. 36, RILEM, Bagneux, France.
Bruce, D., Matlock, D., Speer, J., and De, A. (2004). “Assessment of the strain-rate dependent tensile properties of automotive sheet steels.” SAE, Warrendale, PA.
Cheng, M., Chen, W., and Weerasooriya, T. (2005). “Mechanical properties of Kevlar KM2 single fiber.” J. Eng. Mater. Technol., 127(2), 197–203.
Deak, T., and Czigany, T. (2009). “Chemical composition and mechanical properties of basalt and glass fibers: A comparison.” Text. Res. J., 79(7), 645–651.
Dehkordi, M. T., Nosraty, H., Shokrieh, M. M., Minak, G., and Ghelli, D. (2013). “The influence of hybridization on impact damage behavior and residual compression strength of intraply basalt/nylon hybrid composites.” Mater. Des., 43, 283–290.
Dey, V., Bonakdar, A., and Mobasher, B. (2014). “Low-velocity flexural impact response of fiber-reinforced aerated concrete.” Cem. Concr. Compos., 49, 100–110.
Dhand, V., Mittal, G., Rhee, K. Y., and Hui, D. (2015). “A short review on basalt fiber reinforced polymer composites.” Compos. Part B-Eng., 73, 166–180.
Farsi, D. B., Nemes, J. A., and Bolduc, M. (2006). “Study of parameters affecting the strength of yarns.” J. Phys. IV, 134, 1183–1188.
Fiore, V., Di Bella, G., and Valenza, A. (2011). “Glass-basalt/epoxy hybrid composites for marine applications.” Mater. Des., 32(4), 2091–2099.
Fiore, V., Scalici, T., Di Bella, G., and Valenza, A. (2015). “A review on basalt fibre and its composites.” Compos. Part B-Eng., 74(4), 74–94.
Hou, Y., Hu, H., Sun, B., and Gu, B. (2013). “Strain rate effects on tensile failure of 3-D angle-interlock woven carbon fabric.” Mater. Des., 46, 857–866.
Jacob, G. C., Starbuck, J. M., Fellers, J. F., Simunovic, S., and Boeman, R. G. (2004). “Strain rate effects on the mechanical properties of polymer composite materials.” J. Appl. Polym. Sci., 94(1), 296–301.
Joshi, S. V., Drzal, L. T., Mohanty, A. K., and Arora, S. (2004). “Are natural fiber composites environmentally superior to glass fiber reinforced composites.” Compos. Part A-Appl. Sci., 35(3), 371–376.
Kenneth, G. H. (1966). “Influence of strain rate on mechanical properties of 6061-T6 aluminum under uniaxial and biaxial states of stress.” Exp. Mech., 6(4), 204–211.
Lim, J., Zheng, J. Q., Masters, K., and Chen, W. W. (2011). “Effects of gage length, loading rates, and damage on the strength of PPTA fibers.” Int. J. Impact Eng., 38(4), 219–227.
Lopresto, V., Leone, C., and De Iorio, I. (2011). “Mechanical characterisation of basalt fibre reinforced plastic.” Compos. Part B-Eng., 42(4), 717–723.
Meyers, M. A. (1994). Dynamic behavior of materials, Wiley, New York.
Misnon, M. I., Islam, M. M., Epaarachchi, J. A., and Lau, K. T. (2015). “Analyses of woven hemp fabric characteristics for composite reinforcement.” Mater. Des., 66, 82–92.
Montgomery, D. C. (2008). Design and analysis of experiments, Wiley, Hoboken, NJ.
Nicholas, T. (1981). “Tensile testing of material at high rates of strain.” Exp. Mech., 21(5), 177–185.
Ou, Y., and Zhu, D. (2015). “Tensile behavior of glass fiber reinforced composite at different strain rates and temperatures.” Constr. Build. Mater., 96, 648–656.
Qi, Y., Li, J., and Liu, L. (2014). “Tensile properties of multilayer-connected biaxial weft knitted fabric reinforced composites for carbon fibers.” Mater. Des., 54, 678–685.
Sanborn, B., and Weerasooriya, T. (2014). “Quantifying damage at multiple loading rates to Kevlar KM2 fibers due to weaving, finishing, and pre-twist.” Int. J. Impact Eng., 71, 50–59.
Sarasini, F., et al. (2014). “Drop-weight impact behaviour of woven hybrid basalt-carbon/epoxy composites.” Compos. Part B-Eng., 59, 204–220.
Silva, F. A, Butler, M., Mechtcherine, V., Zhu, D., and Mobasher, B. (2011). “Strain rate effect on the tensile behaviour of textile-reinforced concrete under static and dynamic loading.” Mat. Sci. Eng. A-Struct., 528(3), 1727–1734.
Silva, F. A., Zhu, D., Soranakom, C., Mobasher, B., and Toledo, F. R. (2010). “High speed tensile behavior of sisal fiber cement composites.” Mat. Sci. Eng. A-Struct., 527(3), 544–552.
Sim, J., Park, C., and Moon, D. Y. (2005). “Characteristics of basalt fiber as a strengthening material for concrete structures.” Compos. Part B-Eng., 36(6–7), 504–512.
Soutis, C. (2005). “Carbon fiber reinforced plastics in aircraft construction.” Mater. Sci. Eng. A-Struct., 412(1), 171–176.
Wagner, H. D., Aronhime, J., and Marom, G. (1990). “Dependence of tensile strength of pitch-based carbon and para-aramid fibers on the rate of strain.” Proc., R. Soc. London, A428(1875), 493–510.
Wang, Y., and Xia, Y. (1998). “The effects of strain rate on the mechanical behavior of Kevlar fiber bundles: An experimental and theoretical study.” Compos. Part A-Appl. Sci., 29(11), 1411–1415.
Wang, Y., and Xia, Y. (2000). “Dynamic tensile properties of E-glass, Kevlar 49 and polyvinyl alcohol fiber bundles.” J. Mater. Sci. Lett., 19(7), 583–586.
Xiao, X. R. (2008). “Dynamic tensile testing of plastic materials.” Polym. Test., 27(2), 164–178.
Yao, Y., Bonakdar, A., Faber, J., Gries, T., and Mobasher, B. (2015a). “Distributed cracking mechanisms in textile-reinforced concrete under high speed tensile tests.” Mater. Struct., 1–18.
Yao, Y., Silva, F. A., Butler, M., Mechtcherine, V., and Mobasher, B. (2015b). “Tension stiffening in textile-reinforced concrete under high speed tensile loads.” Cem. Concr. Compos., 64, 49–61.
Zabotkin, K., O’Toole, B., and Trabia, M. (2003). “Identification of the dynamic properties of materials under moderate strain rates.” Proc., 16th ASCE Engineering Mechanics Conf., ASCE, Reston, VA.
Zhou, Y., Wang, Y., Xia, Y., and Jeelani, S. (2010). “Tensile behavior of carbon fiber bundles at different strain rates.” Mater. Lett., 64(3), 246–248.
Zhu, D. (2009). “Experimental study and finite element modeling of woven fabrics.” Ph.D. dissertation, ProQuest, Ann Arbor, MI.
Zhu, D., Mobasher, B., Erni, J., Bansal, S., and Rajan, S. D. (2012). “Strain rate and gage length effects on tensile behavior of Kevlar 49 single yarn.” Compos. Part A-Appl. Sci., 43(11), 2021–2029.
Zhu, D., Mobasher, B., and Rajan, S. D. (2011a). “Dynamic tensile testing of Kevlar 49 fabrics.” J. Mater. Civ. Eng., 230–239.
Zhu, D., Peled, A., and Mobasher, B. (2011b). “Dynamic tensile testing of fabric-cement composites.” Constr. Build. Mater., 25(1), 385–395.
Zhu, L., Sun, B., and Gu, B. (2010). “Constitutive equations of basalt filament tows under quasi-static and high strain rate tension.” Mat. Sci. Eng A-Struct., 527(13–14), 3245–3252.
Zhu, L., Sun, B., and Gu, B. (2012). “Frequency features of basalt filament tows under quasi-static and high strain rate tension.” J. Compos. Mater., 46(11), 1285–1293.
Zohdi, T. I., and Steigmann, D. J. (2002). “The toughening effect of microscopic filament misalignment on macroscopic fabric response.” Int. J. Fract., 118(4), 71–76.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 9September 2016

History

Received: Jul 7, 2015
Accepted: Jan 5, 2016
Published online: Apr 8, 2016
Published in print: Sep 1, 2016
Discussion open until: Sep 8, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Student, School of Sustainable Engineering and Built Environment, Arizona State Univ., Tempe, AZ 85287. E-mail: [email protected]
Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author). E-mail: [email protected]
Huaian Zhang [email protected]
Former Graduate Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China. E-mail: [email protected]
Gaosheng Li [email protected]
Graduate Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China. E-mail: [email protected]
Barzin Mobasher, M.ASCE [email protected]
Professor, School of Sustainable Engineering and Built Environment, Arizona State Univ., Tempe, AZ 85287. E-mail: [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

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