TECHNICAL PAPERS
Apr 1, 1994

Determination of Interfacial Debond Mode for Fiber‐Reinforced Cementitious Composites

Publication: Journal of Engineering Mechanics
Volume 120, Issue 4

Abstract

Theoretical models of mechanical properties of fiber reinforced cementitious composites require assumptions of fiber‐cement interfacial behavior. In this paper, strength‐based and fracture‐based fiber debonding criteria are reviewed. To determine whether interfacial debonding is governed by the bond strength or critical energy release rate of the fiber‐matrix interphase, fiber pull‐out experiments were conducted using steel and brass wires of various diameters. The bond properties, including effective bond strength and frictional stress, were interpreted through a theoretical model of fiber pull‐out. It was found that, for the material systems tested, interfacial debonding is dominated by frictional stress which is independent of the fiber diameters. Therefore, the debond mode of these material systems is categorized as strength‐based. In general, the debond mode is a material characteristic and is dependent on the specific fiber and matrix types. In order to precisely predict the mechanical response of a fiber reinforced cementitious composite, it is necessary to determine the debond mode for a particular material system following the methodology proposed in this paper.

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References

1.
Budiansky, B., Hutchinson, J. W., and Evans, A. G. (1986). “Matrix fracture in fiber‐reinforced ceramics.” J. Mech. Phys. Solids, 34(2), 167–189.
2.
Chan, Y. W., and Li, V. C. (1993). “Interfacial debond mode of steel fibers in cement matrix.” ACI special publication, American Concrete Institute (ACI), Detroit, Mich.
3.
Gao, Y., Mai, Y. W., and Cotterell, B. (1988). “Fracture of fiber‐reinforced materials.” J. Appl. Math. and Phys. (ZAMP), 39, 550–572.
4.
Gopalaratnam, V. S., and Shah, S. P. (1987). “Tensile fracture of steel fiber reinforced concrete.” J. Engrg. Mech., ASCE, 113(5), 635–653.
5.
Lawrence, P. (1972). “Some theoretical considerations of fiber pull‐out from an elastic matrix.” J. Mat. Sci., 7(1), 1–6.
6.
Leung, C. K. Y. (1992). “A fracture‐based two‐way debonding model for discontinuous fibers in an elastic matrix.” J. Engrg. Mech., 118(11), 2298–2318.
7.
Leung, C. K. Y., and Li, V. C. (1990a). “Strength‐based and fracture‐based approaches in the analysis of fiber debonding.” J. Mat. Sci. Letters, 9, 1140–1142.
8.
Leung, C. K. Y., and Li, V. C. (1990b). “Applications of a two‐way debonding theory to short‐fiber composites.” Comp., 21(4), 305–317.
9.
Leung, C. K. Y., and Li, V. C. (1991). “A new strength based model for the debonding of discontinuous fibers in an elastic matrix.” J. Mat. Sci., 26, 5996–6010.
10.
Li, V. C., and Chan, Y. W. (1992). “Effect of interphase densification on the microstructure and bond strength of a steel fiber reinforced cementitious composite.” J. Am. Ceram. Soc.
11.
Li, V. C., and Leung, C. K. Y. (1991). “Tensile failure modes of random discontinuous fiber reinforced brittle matrix composites.” Fracture processes in concrete, rock and ceramics. Chapman and Hall, London, England, 285–294.
12.
Morrison, J. K., Shah, S. P., and Jenq, Y. S. (1988). “Analysis of fiber debonding and pullout in composites.” J. Engrg. Mech., 114(2), 277–294.
13.
Naaman, A. E., Namur, G. C., Alwan, J. M., and Najm, H. (1991). “Fiber pullout and bond slip. I: analytical study.” J. Engrg. Mech., ASCE, 117(9), 2769–2790.
14.
Stang, H., Li, Z., and Shah, S. P. (1990). “The pull‐out problem—the stress versus fracture mechanical approach.” J. Engrg. Mech., ASCE, 116(10), 2136–2150.
15.
Stang, H., and Shah, S. P. (1986). “Failure of fiber reinforced composites by pull‐out mechanical approach.” J. Engrg. Mech., ASCE, 21(3), 953–958.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 120Issue 4April 1994
Pages: 707 - 719

History

Received: Feb 19, 1993
Published online: Apr 1, 1994
Published in print: Apr 1994

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Authors

Affiliations

Victor C. Li, Member, ASCE
Prof., Advanced Civ. Engrg. Mat. Res. Lab., Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI 48109–2125
Yin‐Wen Chan
Grad. Res. Asst., Advanced Civ. Engrg. Mat. Res. Lab., Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI

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