TECHNICAL PAPERS
Sep 1, 1998

Interface Behavior in Steel Fiber/Cement Composites under Tension

Publication: Journal of Engineering Mechanics
Volume 124, Issue 9

Abstract

The fundamental properties of fiber-matrix interface are commonly determined by analyzing fiber pullout tests. Recognition of the dependence of the interface properties on the explanation of the pullout force-displacement curve has motivated a recent study on using special techniques to directly measure parameters relating to interface properties. In this paper, laser Moire interferometry was employed to study interface shear stress and interface energy release rate in continuous steel fiber-reinforced cementitious composites under tension in order to evaluate the fiber-matrix interface response, which was primarily acquired from fiber pullout tests. It was observed that the maximum interface shear stress in the debonded zone was independent of fiber volume fraction, fiber diameter, and applied tensile load. The interface frictional shear stress decreased with increasing slip. The interface strain energy release rate measured using the continuous fibers was larger than those obtained from short fiber pullout tests. The values of the interface energy release were dependent on fiber volume fraction and diameter. This dependency can be well described by an R-curve approach.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bentur, A., et al. (1996). “Fiber-matrix interface.”High performance fiber reinforced cement composites 2 (HPRFCC2), A. E. Naaman and H. W. Reinhardt, eds., E & FN Spon, London, U.K., 149–192.
2.
Kawamura, M., and Igarash, S.(1992). “Fracture toughness for steel fiber-cement paste interfacial zone.”J. Mat. in Civ. Engrg., ASCE, 4(3), 227–239.
3.
Kerans, R. J., and Parthasarathy, T. A.(1991). “Theoretical analysis of the fiber pullout and pushout tests.”J. Am. Ceramic Soc., 74(7), 1585–1596.
4.
Leung, K. Y., and Li, V. C.(1990). “Strength-based and fracture-based approaches in the analysis of fiber debonding.”J. Mat. Sci. Lett., 9(10), 1140–1142.
5.
Li, Z., Mobasher, B., and Shah, S. P.(1991). “Characterization of interfacial properties in fiber-reinforced cementitious composites.”J. Am. Ceramic Soc., 74, 2156–2164.
6.
Nammur, G., and Naaman, A. E.(1989). “Bond stress model for fiber reinforced concrete based on bond stress-slip relationship.”ACI Mat. J., 86, 45–57.
7.
Ouyang, C., Pacios, A., and Shah, S. P.(1994). “Pullout of inclined fibers from cementitious matrix.”J. Engrg. Mech., ASCE, 120(12), 2641–2649.
8.
Ouyang, C., and Shah, S. P.(1991). “Geometry-dependent R-curve for quasi-brittle materials.”J. Am. Ceramic Soc., 74(11), 2831–2836.
9.
Post, D., Han, B., and Ifju, P. (1994). High sensitivity Moire. Springer-Verlag, New York, N.Y.
10.
Shah, S. P., and Ouyang, C. (1991). “Mechanical behavior of fiber-reinforced cement-based materials.”J. Am. Ceramic Soc., 74(11), 2727–2738 and 2947–2953.
11.
Shah, S. P., Swartz, S. E., and Ouyang, C. (1995). Fracture mechanics of concrete. John Wiley & Sons, Inc., New York, N.Y.
12.
Shao, Y., Li, Z., and Shah, S. P.(1993). “Matrix cracking and interface debonding in fiber-reinforced cement-matrix composites.”Advanced cement based mat., 1(2), 55–66.
13.
Stang, H., Li, Z., and Shah, S. P.(1990). “Pullout problem: stress versus fracture mechanical approach.”J. Engrg. Mech., ASCE, 116(10), 2136–2150.
14.
Stang, H., and Shah, S. P.(1986). “Failure of fiber-reinforced composites by pullout fracture.”J. Mat. Sci., 21, 953–957.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 124Issue 9September 1998
Pages: 1037 - 1044

History

Published online: Sep 1, 1998
Published in print: Sep 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Yixin Shao
Asst. Prof., Dept. of Civ. Engrg. and Appl. Mech., McGill Univ., 817 Sherbrooke St. West, Montreal, QC H3A 2K6, Canada.
Chengsheng Ouyang
Transp. Engr., Iowa Dept. of Transp., Ofc. of Mat., 800 Lincoln Way, Ames, IA 50010.
Surendra P. Shah, Member, ASCE
Dir. and Prof., NSF Ctr. of Advanced Cement Based Materials, Northwestern Univ., 2145 Sheridan Rd., Evanston, IL 60208.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share