Failure Mechanism of Concrete under Fatigue Compressive Load
Publication: Journal of Materials in Civil Engineering
Volume 16, Issue 6
Abstract
In this paper, the behavior of concrete under static and fatigue compressive load is studied. Cylindrical specimens were subjected to static cyclic and constant amplitude fatigue loading. The static cyclic tests were performed by unloading and reloading the specimen at three different points in the postpeak period of the static loading response. Low cycle, high amplitude fatigue tests were performed to failure using three load amplitudes. It is found that under the term of structural compliance the static compressive response of concrete can be used as an envelope for the fatigue failure compressive response. The change rate of stiffness or compliance under fatigue loading follows a two-stage process: a deceleration stage followed by an acceleration stage up to failure. The failure mechanisms for both static and fatigue loading are explained by the band damage zone model and found to be consistent in the term of an inelastic displacement. The results agree well with the previous research work.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
American Concrete Institute (ACI). Committee 215. ( 1982). “Fatigue of concrete structures.” SP-75, S. P. Shah, ed., Detroit.
2.
Baluch, M.H., Qureshy, A.B., and Azad, A.K. ( 1987). “Fatigue crack propagation in plain concrete.” Proc., SEM/RILEM Int. Conf. on Fracture of Concrete and Rock, S. P. Shah and S. E. Swartz, eds. Houston, 80–87.
3.
Bazant, Z. P., and Schell, W. F. (1993). “Fatigue fracture of high strength concrete and size effect.” ACI Mater. J., 90(5), 472–478.
4.
Bazant, Z. P., and Xu., K. (1991). “Size effect in fatigue fracture of concrete.” ACI Mater. J., 88(4), 390–399.
5.
Gyltoft, K. ( 1983). “Fracture mechanics models for fatigue in concrete structures.” PhD thesis, Lulea Univ. of Technology.
6.
Hordijk, D.A. ( 1991). “Local approach to fatigue of concrete.” PhD dissertation, Delft Univ., Delft, The Netherlands.
7.
Hordijk, D. A., and Reinhardt, H. W. (1983). “Numerical and experimental investigation into the fatigue behavior of plain concrete.” Exp. Mech., 83(4), 278–285.
8.
Jansen, D. C., and Shah, S. P. (1997). “Effect of length on compressive strain softening of concrete.” J. Eng. Mech., 123(1), 25–35.
9.
Li, V. C., and Matsumoto, T. (1998). “Fatigue crack growth analysis of fiber reinforced concrete with effect of interfacial bond degradation.” Cem. Concr. Compos., 20, 339–351.
10.
Oh, B. H. (1991). “Fatigue-life distributions of concrete for various stress levels.” ACI Mater. J., 88(2), 122–128.
11.
Otter, D. E., and Naaman, A. E. (1988). “Properties of steel fiber-reinforced concrete under cyclic loading.” ACI Mater. J., 85(4), 254–261.
12.
Paskova, T., and Meyer, C. (1994). “Optimum number of specimens for low-cycle fatigue tests of concrete.” J. Struct. Eng., 120(7), 2242–2247.
13.
Perdikaris, P.C., and Calomino, A.M. ( 1987). “Kinetics of crack growth in plain concrete.” Proc., SEM/RILEM Int. Conf. on Fracture of Concrete and Rock, S. P. Shah and S. E. Swartz, eds., Houston, 64–69.
14.
RILEM Committee 36-RDL (1984). “Long term random dynamic loading of concrete structures.” Mater. Constr. (Paris), 17(9), 1–28.
15.
Shah, S. P., and S. Chandra. (1970). “Fracture of concrete subjected to cyclic and sustained loading.” J. Am. Concr. Inst., 67(9), 816–825.
16.
Stang, H., and Zhang, J. ( 1994). “Experimental determination of fatigue crack growth in fiber reinforced concrete.” Recent advances in experimental mechanics, J. F. Silva Gomez et al., eds., A. A. Balkema, Rotterdam, The Netherlands, 1347–1352.
17.
Subramaniam, K.V. ( 1999). “Fatigue of concrete subjected to biaxial loading in the tension region.” PhD dissertation, Northwestern Univ., Evanston, Ill.
18.
Subramaniam, K. V., O’Neil, E., Popovics, J. S., and Shah, S. P. (2000). “Crack propagation in flexural fatigue of concrete: Experiments and theoretical model.” J. Eng. Mech., 126(9), 891–898.
19.
Subramaniam, K. V., Popovics, J. S., and Shah, S. P. (1998). “Testing concrete in torsion: Instability analysis and experiments.” J. Eng. Mech., 124(11), 1258–1268.
20.
Subramaniam, K. V., Popovics, J. S., and Shah, S. P. (1999). “Fatigue behavior of concrete subjected to biaxial stresses in the region.” ACI Mater. J., 96(6), 663–669.
21.
Subramanian, K. V., Popovics, J. S., and Shah, S. P. (2002). “Fatigue fracture of concrete subjected to biaxial stresses in the tensile Region.” J. Eng. Mech., 128(6), 668–676.
22.
Zhang, J., Stang, H., and Li, V. C. (1999). “Fatigue life prediction of fiber reinforced concrete under flexural load,” Int. J. Fatigue, 21(10), 1033–1049.
Information & Authors
Information
Published In
Copyright
Copyright © 2004 ASCE.
History
Published online: Nov 15, 2004
Published in print: Dec 2004
Authors
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.