Comparative Study of the Effect of Basalt Fiber on Dynamic Damage Characteristics of Ceramics Cement–Based Porous Material
Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 8
Abstract
Cementitious materials, ceramic aggregates, and fiber are used as basic materials; ceramics cement–based porous material (CCPM) and basalt fiber-reinforced ceramics cement–based porous material (BFRCCPM) are prepared on the basis of Closest Packing Theory. After the tests, the internal relation between the average change rate of incident energy and the physical essence of the ensemble damage modes is discussed, and the change law of energy is probed. BFRCCPM’s compression energy properties during the dynamic deformation damage process are analyzed, and based on that, the effect of basalt fiber on the dynamic damage characteristics are studied. Results show that the damage level and energy absorption of CCPM and BFRCCPM get more serious or increase with the average change rate of incident energy; the damage level of BFRCCPM is obviously lower than that of CCPM. Moreover, BFRCCPM possesses better energy absorbing properties than CCPM. This advantage is more obvious when the average change rate of incident energy is very high; the impact-damage resistance of CCPM and BFRCCPM increases with impact strength. The impact-damage resistance of BFRCCPM is stronger than that of CCPM. Thus it can be seen that basalt fiber can prevent microdamages from developing and evolving, which can enhance the impact-damage resistance of CCPM.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
We gratefully acknowledge financial support from Projects of National Natural Science Foundation of China (51208507, 51378497), Industorial Public Relation Project for science and technology development in Shaanxi province of China (2014K10-15), Projects of Youth Technology New Star of Shaanxi province in China (2013KJXX-81) and Doctorate Fellowship Foundation of Air Force Engineering University (kgd082314005).
References
Banibayat, P., and Patnaik, A. (2014). “Variability of mechanical properties of basalt fiber reinforced polymer bars manufactured by wet-layup method.” Mater. Design, 56, 898–906.
Cho, J. U., Hong, S. J., Lee, S. K., and Cho, C. (2012). “Impact fracture behavior at the material of aluminum foam.” Mater. Sci. Eng. A, 539, 250–258.
Frew, D. J., Forrestal, M. J., and Chen, W. (2002). “Pulse shaping techniques for testing brittle materials with a split Hopkinson pressure bar.” Exp. Mech., 42(1), 93–106.
Gutiérrez-González, S., Gadea, J., Rodríguez, A., Junco, C., and Calderón, V. (2012). “Lightweight plaster materials with enhanced thermal properties made with polyurethane foam wastes.” Constr. Build. Mater., 28(1), 653–658.
Huang, L., et al. (2000). “Fabrication of ordered porous structures by self-assembly of zeolite nanocrystals.” J. Am. Chem. Soc., 122(14), 3530–3531.
Janach, W. (1976). “The rule of bulking in brittle failure under rapid compression”. Int. J. Rock Mech. Min. Sci., 13(6), 177–186.
Kabay, N. (2014). “Abrasion resistance and fracture energy of concretes with basalt fiber.” Constr. Build. Mater., 50, 95–101.
Kim, H., et al. (2010). “Highly selective carbon dioxide sorption in an organic molecular porous material.” J. Am. Chem. Soc., 132(35), 12200–12202.
Kolsky, H. (1949). “An investigation of the mechanical properties of materials at very high rates of loading.” Proc. Phys. Soc. Sect. B, 62(11), 676–700.
Li, Q. M., and Meng, H. (2003). “About the dynamic strength enhancement of concrete-like materials in a split Hopkinson pressure bar test.” Int. J. Solids Struct., 40(2), 343–360.
Li, W., and Xu, J. (2009a). “Impact characterization of basalt fiber reinforced geopolymeric concrete using a 100-mm-diameter split Hopkinson pressure bar.” Mater. Sci. Eng. A, 513–514, 145–153.
Li, W., and Xu, J. (2009b). “Mechanical properties of basalt fiber reinforced geopolymeric concrete under impact loading.” Mater. Sci. Eng. A, 505(1), 178–186.
Li, X. B., Lok, T. S., Zhao, J., and Zhao, P. J. (2000). “Oscillation elimination in the Hopkinson bar apparatus and resultant complete dynamic stress–strain curves for rocks.” Int. J. Rock Mech. Min. Sci., 37(7), 1055–1060.
Luo, X., and Xu, J. Y. (2013). “Dynamic splitting-tensile testing of highly fluidized geopolymer concrete.” Mag. Concr. Res., 65(14), 837–843.
Luo, X., Xu, J. Y., Bai, E. L., and Li, W. (2013). “Research on the dynamic compressive test of highly fluidized geopolymer concrete.” Constr. Build. Mater., 48, 166–172.
Luo, X., Xu, J. Y., Bai, E. L., and Li, W. (2014). “Mechanical properties of ceramics–cement based porous material under impact loading.” Mater. Design, 55, 778–784.
Luo, X., Xu, J. Y., Li, W. M., and Zhang, J. (2010). “Numerical simulation and spectral analysis of dispersion effect of stress pulse in SHPB tests.” J. Exp. Mech., 25(4), 451–456 (in Chinese).
Ouisse, M., Ichchou, M., Chedly, S., and Collet, M. (2012). “On the sensitivity analysis of porous material models.” J. Sound Vibr., 331(24), 5292–5308.
Persson, B. (2001). “A comparison between mechanical properties of self-compacting concrete and the corresponding properties of normal concrete.” Cem. Concr. Res., 31(2), 193–198.
Sobolev, K., and Amirjanov, A. (2010). “Application of genetic algorithm for modeling of dense packing of concrete aggregates.” Constr. Build. Mater., 24(8), 1449–1455.
Sun, Z., Hu, X., Sun, S., and Chen, H. (2013). “Energy-absorption enhancement in carbon-fiber aluminum-foam sandwich structures from short aramid-fiber interfacial reinforcement.” Compos. Sci. Technol., 77, 14–21.
Tekalur, S. A., Shukla, A., Sadd, M., and Lee, K. W. (2009). “Mechanical characterization of a bituminous mix under quasi-static and high-strain rate loading.” Constr. Build. Mater., 23(5), 1795–1802.
Zaretsky, E., Asaf, Z., Ran, E., and Aizik, F. (2012). “Impact response of high density flexible polyurethane foam.” Int. J. Impact Eng., 39(1), 1–7.
Zhao, H., and Gary, G. (1996). “On the use of SHPB techniques to determine the dynamic behavior of materials in the range of small strains.” Int. J. Solids Struct., 33(23), 3363–3375.
Zhou, Z., Li, X., Ye, Z., and Liu, K. (2010). “Obtaining constitutive relationship for rate-dependent rock in SHPB tests.” Rock Mech. Rock Eng., 43(6), 697–706.
Information & Authors
Information
Published In
Journal of Materials in Civil Engineering
Volume 27 • Issue 8 • August 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Mar 3, 2014
Accepted: Aug 18, 2014
Published online: Oct 7, 2014
Discussion open until: Mar 7, 2015
Published in print: Aug 1, 2015
Authors
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.