Technical Papers
Oct 4, 2021

Micromechanical Effects of Loading Frequency on Fatigue Fracture in Concrete

Publication: Journal of Engineering Mechanics
Volume 147, Issue 12

Abstract

This study investigated the effect of loading frequency on the fatigue damage process in concrete using digital imaging and acoustic emission techniques. It was found that the complex fatigue damage process in heterogeneous concrete is reflected in the amplitude of acoustic energy. The distribution of acoustic energy levels was utilized to classify micro- and macro-structural activities. It was found that fatigue failure at higher frequencies is governed predominantly by microcracks, while at lower frequencies both micro- and macro-cracks contribute to failure. The applied loading frequency had a marked influence on the size of the fracture process zone (FPZ). A fatigue model encapsulating frequency effects in terms of FPZ width is proposed using a unified damage and fracture mechanics approach within the framework of dimensional analysis and similitude concepts.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

Aas-Jakobsen, K. 1970. Fatigue of concrete beams and columns: Bulletin no 70-1. Trondheim, Norway: Institute for beton konstruksjoner.
Barenblatt, G. I. 1996. Vol. 14 of Scaling, self-similarity, and intermediate asymptotics: Dimensional analysis and intermediate asymptotics. New York: Cambridge University Press.
Bischoff, P. H., and S. Perry. 1991. “Compressive behaviour of concrete at high strain rates.” Mater. Struct. 24 (6): 425–450. https://doi.org/10.1007/BF02472016.
Chen, X., J. Bu, X. Fan, J. Lu, and L. Xu. 2017. “Effect of loading frequency and stress level on low cycle fatigue behavior of plain concrete in direct tension.” Constr. Build. Mater. 133 (Feb): 367–375. https://doi.org/10.1016/j.conbuildmat.2016.12.085.
Fathima, K. P., and J. M. Chandra Kishen. 2015. “A thermodynamic framework for the evolution of damage in concrete under fatigue.” Arch. Appl. Mech. 85 (7): 921–936. https://doi.org/10.1007/s00419-015-1001-z.
Graf, O., and E. Brenner. 1934. “Experiments for investigating the resistance of concrete under often repeated compression loads.” Bulletin 1: 17–25.
Holmen, J. O. 1982. “Fatigue of concrete by constant and variable amplitude loading.” ACI Spec. Publ. 75: 71–110.
Hsu, T. T. 1981. “Fatigue of plain concrete.” ACI J. Proc. 78 (4): 292–305.
Irwin, G. R. 1957. “Analysis of stresses and strains near the end of a crack traversing a plate.” J. Appl. Mech. 24 (3): 361–364. https://doi.org/10.1115/1.4011547.
Keerthana, K., and J. M. Chandra Kishen. 2018. “An experimental and analytical study on fatigue damage in concrete under variable amplitude loading.” Int. J. Fatigue 111 (Jun): 278–288. https://doi.org/10.1016/j.ijfatigue.2018.02.014.
Keerthana, K., and J. M. Chandra Kishen. 2020. “Micromechanics of fracture and failure in concrete under monotonic and fatigue loadings.” Mech. Mater. 148 (Sep): 103490. https://doi.org/10.1016/j.mechmat.2020.103490.
Malvar, L. J., and C. A. Ross. 1998. “Review of strain rate effects for concrete in tension.” ACI Mater. J. 95 (6): 735–739.
Medeiros, A., X. Zhang, G. Ruiz, C. Y. Rena, and M. D. S. L. Velasco. 2015. “Effect of the loading frequency on the compressive fatigue behavior of plain and fiber reinforced concrete.” Int. J. Fatigue 70 (Jan): 342–350. https://doi.org/10.1016/j.ijfatigue.2014.08.005.
Murdock, J. W. 1965. A critical review of research on fatigue of plain concrete. Champaign, IL: Univ. of Illinois at Urbana Champaign.
Otsuka, K., and H. Date. 2000. “Fracture process zone in concrete tension specimen.” Eng. Fract. Mech. 65 (2–3): 111–131. https://doi.org/10.1016/S0013-7944(99)00111-3.
Ouyang, C., E. Landis, and S. P. Shah. 1991. “Damage assessment in concrete using quantitative acoustic emission.” J. Eng. Mech. 117 (11): 2681–2698. https://doi.org/10.1061/(ASCE)0733-9399(1991)117:11(2681).
Plekhov, O., M. Paggi, O. Naimark, and A. Carpinteri. 2011. “A dimensional analysis interpretation to grain size and loading frequency dependencies of the Paris and Wöhler curves.” Int. J. Fatigue 33 (3): 477–483. https://doi.org/10.1016/j.ijfatigue.2010.10.001.
Ríos, J., H. Cifuentes, R. Yu, and G. Ruiz. 2017. “Probabilistic flexural fatigue in plain and fiber-reinforced concrete.” Materials 10 (7): 767. https://doi.org/10.3390/ma10070767.
Saucedo, L., C. Y. Rena, A. Medeiros, X. Zhang, and G. Ruiz. 2013. “A probabilistic fatigue model based on the initial distribution to consider frequency effect in plain and fiber reinforced concrete.” Int. J. Fatigue 48 (Mar): 308–318. https://doi.org/10.1016/j.ijfatigue.2012.11.013.
Sparks, P. R., and J. Menzies. 1973. “The effect of rate of loading upon the static and fatigue strengths of plain concrete in compression.” Mag. Concr. Res. 25 (83): 73–80. https://doi.org/10.1680/macr.1973.25.83.73.
Taerwe, L., and S. Matthys. 2013. FIB model code for concrete structures 2010 Ernstn & Sohn, Wiley. Berlin: Wiley.
Xiao, S., H. Li, and P. J. Monteiro. 2011. “Influence of strain rates and loading histories on the compressive damage behaviour of concrete.” Mag. Concr. Res. 63 (12): 915–926. https://doi.org/10.1680/macr.10.00119.
Zhang, B., D. Phillips, and K. Wu. 1996. “Effects of loading frequency and stress reversal on fatigue life of plain concrete.” Mag. Concr. Res. 48 (177): 361–375. https://doi.org/10.1680/macr.1996.48.177.361.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 147Issue 12December 2021

History

Received: Apr 30, 2021
Accepted: Aug 9, 2021
Published online: Oct 4, 2021
Published in print: Dec 1, 2021
Discussion open until: Mar 4, 2022

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Authors

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Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Puducherry, Karaikal 609609, India; formerly, Graduate Student, Dept. of Civil Engineering, Indian Institute of Science, Bangalore, Karnataka 560012, India. ORCID: https://orcid.org/0000-0002-6654-783X
J. M. Chandra Kishen, Ph.D., A.M.ASCE https://orcid.org/0000-0002-4200-0581 [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore, Karnataka 560012, India (corresponding author). ORCID: https://orcid.org/0000-0002-4200-0581. Email: [email protected]

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