Development of Long Carbon Fiber-Reinforced Concrete for Dynamic Strengthening
Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 10
Abstract
This paper discusses the development and testing of long carbon fibers—fibers 75 mm long or longer—to improve the resistance of reinforced concrete to dynamic loading, such as blasts and impact. In the past, attempts to use long fibers in concrete have failed as a result of both balling (agglomeration) and poor dispersion of the fibers. In the present study, two types of long carbon fibers were developed and optimized for their use in reinforced concrete. The resulting long carbon fiber-reinforced concrete (LCFRC) was subsequently evaluated through impact and blast testing. Full-scale blast testing revealed that these fibers significantly increased the resistance of concrete spalling. In terms of the amount of material lost during the blast, LCFRC panels outperformed nonfiber concrete panels by nearly a factor of 10. This significant reduction in weight loss for the LCFRC panels translates into a substantial decrease in harmful, flying debris in a blast event, and a corresponding reduction in blast lethality.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors gratefully acknowledge the financial support provided by both the U.S. Army Research Lab (ARL) and the Leonard Wood Institute (LWI) under Award Nos. W911NF-07-2-0062 and LWI-191-028, respectively. The conclusions and opinions expressed in this paper are those of the authors and do not necessarily reflect the official views or policies of either ARL or LWI. The authors are also grateful for the ideas and assistance of Drs. Eric Musselman and Andrea Schokker, University of Minnesota Duluth, and Mr. Michael Koenigstein, Pro-Perma Engineered Coatings.
References
Almansa, E. M., and Cánovas, M. F. (1999). “Behaviour of normal and steel fiber-reinforced concrete under impact of small projectiles.” Cem. Concr. Res., 29(11), 1807–1814.
American Concrete Institute (ACI) Committee 544. (2001). Report on fiber reinforced concrete, ACI, Detroit.
ASTM. (2001). “Test method for time of flow of fiber reinforced concrete through inverted slump cone.” C995, West Conshohocken, PA.
ASTM. (2010a). “Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading).” C1609/C1609M, West Conshohocken, PA.
ASTM. (2010b). “Standard test method for flexural strength of concrete (using simple beam with third point loading).” C78/C78M, West Conshohocken, PA.
Gliha, B. (2011). “Long carbon fiber reinforced concrete for impact and blast protection.” M.S. thesis, Missouri University of Science and Technology, Rolla, MO.
Luo, X., Sun, W., and Chan, S. Y. N. (2000). “Characteristics of high-performance steel fiber-reinforced concrete subject to high velocity impact.” Cem. Concr. Res., 30(6), 907–914.
Musselman, E. (2007). “Characterizing blast and impact resistance of long carbon fiber reinforced concrete.” Ph.D. thesis, Pennsylvania State University, State College, PA.
Rosato, D. V., and Rosato, M. V. (2004). Plastic product material and process selection handbook, Elsevier, Amsterdam, Netherlands.
Schokker, A. J., and Musselman, E. S. (2006). Safetcrete blast testing evaluation, Ogden Technologies, Inc., Mid-Atlantic Universities Transportation Center, 44.
Suaris, W., and Shah, S. P. (1982). “Strain-rate effects in fibre-reinforced concrete subjected to impact and impulsive loading.” Composites, 13(2), 153–159.
Swisdak, M. M. (2005).The blast effects computer (BEC) version 6, user’s manual and documentation.”, revision 1.
Tabatabaei, Z. S., Volz, J. S., Gliha, B. P., and Keener, D. I. (2013). “Experimental and numerical analyses of long carbon fiber-reinforced concrete panels exposed to blast loading.” Int. J. Impact Eng., 57, 70–80.
Unified Facilities Criteria (UFC). (2008). “Structures to resist the effects of accidental explosions.” UFC 3-340-02, Washington, DC.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Feb 8, 2012
Accepted: Sep 18, 2012
Published online: Sep 22, 2012
Discussion open until: Feb 22, 2013
Published in print: Oct 1, 2013
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.