TECHNICAL PAPERS
Sep 1, 2000

Pullout Response of a Smooth Fiber with an End Anchorage

Publication: Journal of Engineering Mechanics
Volume 126, Issue 9

Abstract

The main objective of this study is to develop an analytical model to predict the pullout load versus end slip relationship of a smooth fiber having an end anchorage embedded in a matrix. The resisting pullout load of the fiber is composed of a component due to interfacial bond at the fiber-matrix interface and a component due to mechanical anchorage at the embedded end of the fiber. The concept of a relationship between the bond shear stress and the slip at the fiber-matrix interface is used to obtain the force component due to the interfacial bond. To account for the mechanical anchorage resistance at the embedded end, a spring component at the embedded end of the fiber is used. The constitutive property of the spring is assumed to be nonlinear. Based on these concepts and assumptions, a set of analytical solutions to predict the pullout load vesus end slip relationship is derived and then solved by an iterative procedure. Examples predicting the pullout load versus slip curve of a smooth fiber with and without mechanical anchorage at the embedded end are shown and compared. Different modeling aspects of the fiber end anchorage effect and its influence on the pullout load versus slip response are investigated and discussed, with particular emphasis on the tensile force and the bond shear stress distribution along the fiber-matrix interface.

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References

1.
Abrishami, H. H., and Mitchell, D. (1996). “Analysis of bond stress distributions in pullout specimens.”J. Struct. Engrg., ASCE, 122(3), 255–261.
2.
Alwan, J. M., Naaman, A. E., and Guerrero, P. (1999). “Effect of mechanical clamping on the pull-out response of hooked steel fibers embedded in cementitious matrices.” Concrete Sci. and Engrg., 1(March), 15–25.
3.
Alwan, J. M., Naaman, A. E., and Hansen, W. (1991). “Pull-out work of steel fibers from cementitious composites: Analytical investigation.” J. Cement and Concrete Compos., 13(4), 247–255.
4.
Banthia, N., and Trottier, J. F. (1994). “Concrete reinforced with deformed steel fibers, Part I: Bond-slip mechanisms.” ACI Mat. J., 91(5), 435–446.
5.
Bolander, J. E. (1999). “Spring network model of fiber-reinforced cement composites.” High Perf. Fiber Reinforced Compos. (HPFRCC 3), H. W. Reinhardt and A. E. Naaman, eds., E & FN Spon, London, 341–350.
6.
Chanvillard, G., and Aitcin, P. C. (1996). “Pull-out behavior of corrugated steel fibers.” Advanced cement based materials, 4, 28–41.
7.
Guerrero, P. ( 1999). “Bond stress-slip mechanisms in high performance fiber reinforced cement composite.” PhD thesis, University of Michigan, Ann Arbor, Mich.
8.
Kanda, T., and Li, V. C. (1998). “Interface property and apparent strength of high-strength hydrophilic fiber in cement matrix.”J. Mat. in Civ. Engrg., ASCE, 10(1), 5–13.
9.
Kullaa, J. (1996). “Dimensional analysis of bond modulus in fiber pullout.”J. Struct. Engrg., ASCE, 122(7), 783–787.
10.
Leung, C. K. Y., and Ybanez, N. (1997). “Pullout of inclined flexible fiber in cementitious composite.”J. Engrg. Mech., ASCE, 123(3), 239–246.
11.
Naaman, A. E., and Najm, H. (1991). “Bond-slip mechanisms of steel fibers in concrete.” ACI Mat. J., 88(2), 135–145.
12.
Naaman, A. E., Namur, G. G., Alwan, J. M., and Najm, H. S. (1991a). “Fiber pullout and bond slip. I: Analytical study.”J. Struct. Engrg., ASCE, 117(9), 2769–2790.
13.
Naaman, A. E., Namur, G. G., Alwan, J. M., and Najm, H. S. (1991b). “Fiber pullout and bond slip. II: Experimental validation.”J. Struct. Engrg., ASCE, 117(9), 2791–2800.
14.
Nammur, G., Jr. and Naaman, A. E. (1989). “Bond stress model for fiber reinforced concrete based on stress-slip relationship.” ACI Mat. J., 86(1), 45–57.
15.
Yankelevsky, D. Z. (1985). “New finite element for bond-slip analysis.”J. Struct. Engrg., ASCE, 111(7), 1533–1542.

Information & Authors

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 126Issue 9September 2000
Pages: 986 - 993

History

Received: Oct 5, 1999
Published online: Sep 1, 2000
Published in print: Sep 2000

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Authors

Affiliations

Member, ASCE
Doctoral Student, Dept. of Civ. Engrg., 2340 G. G. Brown Build., Univ. of Michigan, Ann Arbor, MI 48109-2125.
Assoc. Prof., Dept. of Aero. Engrg., 1320 Francois-Xavier Bagnoud Build., Univ. of Michigan, Ann Arbor, MI.
Prof., Dept. of Civ. Engrg., 2340 G. G. Brown Build., Univ. of Michigan, Ann Arbor, MI.

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