Technical Papers
Sep 22, 2012

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.

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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

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 10October 2013
Pages: 1446 - 1455

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

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Authors

Affiliations

Zahra S. Tabatabaei [email protected]
M.ASCE
Ph.D. Candidate, Civil, Architectural, and Environmental Engineering Dept., Missouri Univ. of Science and Technology, 219 Butler-Carlton Hall, 1401 N. Pine St., Rolla, MO 65409 (corresponding author). E-mail: [email protected]
Jeffery S. Volz, Ph.D. [email protected]
P.E.
M.ASCE
Assistant Professor, Civil, Architectural, and Environmental Engineering Dept., Missouri Univ. of Science and Technology, 331 Butler-Carlton Hall, 1401 N. Pine St., Rolla, MO 65409. E-mail: [email protected]
Benjamin P. Gliha [email protected]
Structural Engineer, U.S. Army Corps of Engineers, Little Rock District, P.O. Box 867, Little Rock, AR 72203-0867. E-mail: [email protected]
Darwin I. Keener [email protected]
Senior Research Engineer, Pro-Perma Engineered Coatings, 4040 Hypoint North, Rolla MO, 65401. E-mail: [email protected]

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