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Carbon Fiber Reinforced Cement and Mortar

Published online by Cambridge University Press:  16 February 2011

J. R. Linton ,
P. L. Berneburg ,
E. M. Gartner  and
A. Bentur
J. R. Linton
Affiliation:
W. R. Grace and Co., 7379 Rt. 32, Columbia, MD 21044
P. L. Berneburg
Affiliation:
W. R. Grace and Co., 7379 Rt. 32, Columbia, MD 21044
E. M. Gartner
Affiliation:
W. R. Grace and Co., 7379 Rt. 32, Columbia, MD 21044
A. Bentur
Affiliation:
Israel Institute of Technologoy, Dept. of Civil Eng., Haifa 32000 Israel
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Abstract

Although carbon fibers have high tensile strengths and are chemically inert, their application in cementitious composites is limited due to their brittleness. An image analysis technique employed to determine the length distribution of the reinforcing fibers before and after mixing in cement paste and mortar matrices indicates that substantial fiber breakage occurs during mixing. In paste mixtures, the average fiber length after mixing remains above the critical fiber length, but in mortar mixes the average fiber length falls below the critical fiber length resulting in no significant enhancement of composite flexural properties.

Information

Type
Research Article
Information
MRS Online Proceedings Library (OPL) , Volume 211: Symposium O – Fiber-Reinforced Cementitious Materials , 1990 , 255
Copyright
Copyright © Materials Research Society 1991

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References

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