Technical Papers
May 3, 2016

Strain Rate and Temperature Effects on the Dynamic Tensile Behaviors of Basalt Fiber Bundles and Reinforced Polymer Composite

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 10

Abstract

Basalt fiber bundle (yarn) and basalt fiber–reinforced polymer (BFRP) samples are tested under four different strain rates (40, 80, 120, and 160s1) and four distinct temperatures (25, 50, 75, and 100°C) using a drop-weight impact system in this study. Experimental results show that the mechanical properties of the samples tested in this study are sensitive to strain rate and temperature. For the basalt yarn specimens, Young’s modulus increases with increasing strain rate but decreases with increasing temperature; tensile strength increases with increasing strain rate, but decreases first and then increases again when the temperature increases; the maximum strain and toughness generally increase with increasing temperature. For the BFRP specimens, Young’s modulus shows a relatively modest increase compared with the yarn with increasing strain rate but decreases with elevated temperature; the tensile strength firstly increases and then decreases with increasing strain rate, and decreases with elevated temperature. Toughness increases with increasing strain rate but decreases with elevated temperature. Finally, Weibull statistics were employed to quantify the variability of strength at different strain rates and temperatures and to obtain Weibull parameters for future numerical analysis and engineering applications.

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. The authors would like to thank Yiming Yao who helped in revision of the original manuscript.

References

Alqam, M., Bennett, R. M., and Zureick, A.-H. (2002). “Three-parameter versus two-parameter Weibull distribution for pultruded composite material properties.” Compos. Struct., 58(4), 497–503.
Bai, Y., Keller, T., and Vallée, T. (2007). “Modeling of thermo-physical properties for FRP composites under elevated and high temperature.” Compos. Sci. Technol., 67(15), 3098–3109.
Bai, Y., Keller, T., and Vallée, T. (2008). “Modeling of stiffness of FRP composites under elevated and high temperatures.” Compos. Sci. Technol., 68(15), 3099–3106.
Bakis, C., et al. (2002). “Fiber-reinforced polymer composites for construction—State-of-the-art review.” J. Compos. Constr., 73–87.
Barbero, E., Fernández-Sáez, J., and Navarro, C. (2000). “Statistical analysis of the mechanical properties of composite materials.” Compos. Part B: Eng., 31(5), 375–381.
Cao, S., Zhis, W., and Wang, X. (2009). “Tensile properties of CFRP and hybrid FRP composites at elevated temperatures.” J. Compos. Mater., 43(4), 315–330.
Dhand, V., Mittal, G., Rhee, K. Y., Park, S.-J., and Hui, D. (2015). “A short review on basalt fiber reinforced polymer composites.” Compos. Part B: Eng., 73, 166–180.
Fiore, V., Di Bella, G., and Valenza, A. (2011). “Glass-basalt/epoxy hybrid composites for marine applications.” Mater. Des., 32(4), 2091–2099.
Hill, R., and Okoroafor, E. (1995). “Weibull statistics of fibre bundle failure using mechanical and acoustic emission testing: the influence of interfibre friction.” Composites, 26(10), 699–705.
Kuentzer, N., Simacek, P., Advani, S. G., and Walsh, S. (2007). “Correlation of void distribution to VARTM manufacturing techniques.” Compos. Part A: Appl. Sci. Manuf., 38(3), 802–813.
Lu, Z., Xian, G., and Li, H. (2015). “Effects of elevated temperatures on the mechanical properties of basalt fibers and BFRP plates.” Constr. Build. Mater., in press.
Militký, J., Kovačič, V. R., and Rubnerova, J. (2002). “Influence of thermal treatment on tensile failure of basalt fibers.” Eng. Fract. Mech., 69(9), 1025–1033.
Mushtaq, M. (2014). “Tensile behaviors of basalt fiber plain woven/epoxy resin composite under quasi-static and high strain rates.” Donghua Univ., Shanghai, China.
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.
Pan, Z., and Sun, B. (2015). “High strain rate compression tests on 3-D braided basalt/epoxy composites under temperature fields.” Acta Mater. Compos. Sin., 32(2), 395–402.
Sakin, R., and Ay, I. (2008). “Statistical analysis of bending fatigue life data using Weibull distribution in glass-fiber reinforced polyester composites.” Mater. Des., 29(6), 1170–1181.
Sarasini, F., et al. (2013). “Effect of basalt fiber hybridization on the impact behavior under low impact velocity of glass/basalt woven fabric/epoxy resin composites.” Compos. Part A: Appl. Sci. Manuf., 47, 109–123.
Shokrieh, M. M., and Omidi, M. J. (2009). “Tension behavior of unidirectional glass/epoxy composites under different strain rates.” Compos. Struct., 88(4), 595–601.
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.
Sun, B., Niu, Z., Zhu, L., and Gu, B. (2010). “Mechanical behaviors of 2D and 3D basalt fiber woven composites under various strain rates.” J. Compos. Mater., 44(14), 1779–1795.
Wang, Y., Wong, P., and Kodur, V. (2007). “An experimental study of the mechanical properties of fibre reinforced polymer (FRP) and steel reinforcing bars at elevated temperatures.” Compos. Struct., 80(1), 131–140.
Wang, Z., and Xia, Y. (1998). “Experimental evaluation of the strength distribution of fibers under high strain rates by bimodal Weibull distribution.” Compos. Sci. Technol., 57(12), 1599–1607.
Weibull, W. (1951). “A statistical distribution function of wide applicability.” J. Appl. Mech., 13(1), 293–297.
Xiao, X. (2008). “Dynamic tensile testing of plastic materials.” Polym. Test., 27(2), 164–178.
Yang, X., Hector, L., Jr., and Wang, J. (2014). “A combined theoretical/experimental approach for reducing ringing artifacts in low dynamic testing with servo-hydraulic load frames.” Exp. Mech., 54(5), 775–789.
Zhu, D., Gencoglu, M., and Mobasher, B. (2009). “Low velocity flexural impact behavior of AR glass fabric reinforced cement composites.” Cem. Concr. Compos., 31(6), 379–387.
Zhu, D., Mobasher, B., and Rajan, S. D. (2011a). “Dynamic tensile testing of Kevlar 49 fabrics.” J. Mater. Civ. Eng., 230–239.
Zhu, D., Rajan, S., Mobasher, B., Peled, A., and Mignolet, M. (2011b). “Modal analysis of a servo-hydraulic high speed machine and its application to dynamic tensile testing at an intermediate strain rate.” Exp. Mech., 51(8), 1347–1363.
Zhu, L., Sun, B. (2011). “Fracture mechanism of basalt filament and Twaron filament under high strain rate tensile.” J. Donghua Univ. (Nat. Sci.), 37(5), 565–569.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 10October 2016

History

Received: Aug 18, 2015
Accepted: Feb 11, 2016
Published online: May 3, 2016
Published in print: Oct 1, 2016
Discussion open until: Oct 3, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Graduate Student, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China. E-mail: [email protected]
Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author). E-mail: [email protected]
Assistant Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China. 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