TECHNICAL NOTES
Dec 9, 2010

Microstructural Mechanisms of Early Age Cracking Behavior of Concrete: Fracture Energy Approach

Publication: Journal of Engineering Mechanics
Volume 137, Issue 6

Abstract

This paper presents findings from a study directed at identifying key properties of ingredient materials that are influential on the early age cracking behavior of concrete, with an emphasis on the effects of aggregate size, aggregate morphologies, and water-cement ratio (w/c). Fracture energy (GF) was determined using a wedge-split test configuration for concrete samples at the age of 12 h. Based on image analysis, three signature morphologies of aggregate particles, i.e., the angularity, surface texture, and surface area, were quantitatively determined in terms of developed angularity index (AI), surface texture (ST) index, and surface area (SA) measurement, respectively. The high consistency between GF and aggregate SA of the concrete samples suggests that the interfacial transition zone (ITZ) at the cement paste-aggregate interface is the critical location that primarily accommodates the 12 h cracking of concrete. The critical role of ITZ in the early age cracking of concrete was further confirmed by its microstructural and chemical features under scanning electron microscopy/energy dispersive X-ray spectroscopy.

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References

Alexander, K. M., and Taplin, J. H. (1962). “Concrete strength, bond strength, cement hydration and the Maturity Rule.” Aust. J. Appl. Sci., 13(4), 277–284.
Alexander, K. M., Wardlaw, J., and Gilbert, D. J. (1965). “Aggregate-cement bond, cement paste strength and the strength of concrete.” Proc. of Int. Conf. on Structure of Concrete and Its Behavior under Load, London Cement and Concrete Association, 59–81.
Alexander, M. G., Arliguie, G., Ballivy, G., Bentur, A., and Marchand, J. (1999). “Engineering and transport properties of the interfacial transition zone in cementitious composites—State-of-the-art.” Rep. of RILEM TC 159-ETC and 163-TPZ, 404.
American Concrete Institute (ACI). (1991). “Fracture mechanics of concrete: Concepts, models and determination of material properties.” ACI 446.1 R-91, Farmington Hills, MI.
American Concrete Institute (ACI). (1992). “Guide to durable concrete.”ACI 201-92, Farmington Hills, MI.
American Concrete Institute (ACI). (1995). “Effect of restraint, volume change, and reinforcement on cracking of mass concrete.” ACI 2072R-95, Farmington Hills, MI.
American Concrete Institute (ACI). (1996). “Mass concrete.” ACI 2071R-96, Farmington Hills, MI.
American Concrete Institute (ACI). (2001). “Control of cracking in concrete structures.” ACI 224R-01, Farmington Hills, MI.
Choubane, B., Wu, C. L., and Tia, M. (1996). “Coarse aggregate effects on elastic moduli of concrete.” Transportation Research Record 1547, Transportation Research Board, Washington, DC, 29–34.
Chupanit, P. (2005). “Characterization of concrete pavement joint surfaces.” Ph.D. thesis, Univ. of Illinois, Urbana, IL.
Cohen, M. D., Olek, J., and Dolch, W. L. (1990). “Mechanism of plastic shrinkage cracking in portland cement and portland cement silica fume paste and mortar.” Cem. Concr. Res., 20, 103–119.
Darter, M. I., Hoerner, T. E., Smith, K. D., Okamoto, P. A., and Kopac, P. A. (1996). “Development of prototype performance-related specification for concrete pavements.” Transportation Research Record 1544, Transportation Research Board, Washington, DC, 81–90.
Diamond, S., Mindess, S., and Lovell, J. (1982). “On the spacing between aggregate grains in concrete and the dimensions of the aureole de transition.” Liasons de Ciment Mater. Assoc. Proc. of RILEM Colloq., Toulouse, France, C42–C46.
Hillerborg, A. (1985). “The theoretical basis of a method to determine the fracture energy GF of concrete.” Eng. Mater. Struct., 18(4), 291–296.
Hsu, T. T. C., and Slate, F. O. (1963). “Tensile bond strength between aggregate and cement paste or mortar.” ACI J. Proc., 60(4), 465–486.
Ioannides, A. M. (2006). “Concrete pavement analysis: The first 80 years.” Int. J. Pavement Eng., 7(4), 233–249.
Kayir, H., and Weiss, W. J. (2002). “A fundamental look at settlement in fresh systems: Role of mixing time and high-range water reducers.” 1st North American Conf. on Self-Consolidating Concrete, Chicago, 27–32.
Lange, D. A., Jennings, H. M., and Shah, S. P. (1993). “Relationship between fracture surface roughness and fracture behavior of cement paste and mortar.” J. Am. Ceram. Soc., 76, 589–597.
Mindess, S., and Young, F. (1981). Concrete, Prentice Hall, Englewood Cliffs, NJ.
Østergaard, L. (2003). “Early age fracture mechanics and cracking of concrete—experiments and modeling.” Ph.D. thesis, Dept. of Civil Engineering, Technical Univ. of Denmark.
Pan, T. (2007). “Investigation of coarse aggregate morphology affecting hot mix performance using image analysis.” Ph.D. thesis, Univ. of Illinois, Urbana, IL.
Pan, T., and Tutumluer, E. (2007). “Quantification of coarse aggregate surface texture using image analysis.” J. Test. Eval., 35(2), 177–186.
Pan, T., Tutumluer, E., and Carpenter, S. H. (2005). “Effect of coarse aggregate morphology on resilient modulus of hot mix asphalt.” Transportation Research Record 1929, Transportation Research Board, Washington, DC, 1–9.
Pan, T., Tutumluer, E., and Anochie-Boateng, J. (2006a). “Aggregate morphology affecting resilient behavior of unbound granular materials.” Transportation Research Record 1952, Transportation Research Board, Washington, DC, 12–20.
Pan, T., Tutumluer, E., and Carpenter, S. H. (2006b). “Effect of coarse aggrega+te morphology on permanent deformation behavior of hot mix asphalt.” J. Transp. Eng., 132(7), 580–589.
Park, R., and Paulay, T. (1975). Reinforced concrete structures, Wiley, New York.
Rao, C., Tutumluer, E., and Kim, I. T. (2002). “Quantification of coarse aggregate angularity based on image analysis.” Transportation Research Record 1787, Transportation Research Board, Washington, DC, 117–124.
Rao, G. A., and Prasad, B. K. R. (2004). “Influence of type of aggregate and surface roughness on the interface fracture properties.” Mater. Struct., 37(5), 328–334.
Scrivener, K. L., and Pratt, P. L. (1996). “Characterization of interfacial microstructure.” Interfacial Transition Zone in Concrete. State-of-Art Rep. by RILEM, 1–16.
Shah, S. P., Weiss, W. J., and Yang, W. (1998). “Shrinkage cracking: Can it be prevented?” Concr. Int., 20(4), 51–55.
Smith, K. D., Wade, M. J., Pershkin, D. G., Khazanovich, L., Yu, H. T., and Darter, M. I. (1995). “Performance of concrete pavements, evaluation of in-service concrete pavements.” Vol. 1, DTFH-61-91-C-00053, Final rep., Federal Highway Administration, Washington, DC.
Tschegg, E. K., Rotter, H. M., Roelfstra, P. E., Bourgund, U., and Jussel, P. (1994). “Fracture mechanical behavior of aggregate-cement matrix interfaces.” J. Mater. Civ. Eng., 7(40), 199–203.
Tutumluer, E., Rao, C., and Stefanski, J. A. (2000). “Video image analysis of aggregates.” FHWA-IL-UI-278, Final project rep., Civil Engineering Studies UILU-ENG-2000-2015, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
Weyers, R. E., Conway, J. C., and Cady, P. D. (1982). “Photoelastic analysis of rigid inclusions in fresh concrete.” Cem. Concr. Res., 12, 475–484.
Zampini, D., and Jennings, H. M. (1998). “Early age microstructure of the paste-aggregate interface and its evolution.” J. Mater. Res., 13(7), 1888–1898.
Zampini, D., Jennings, H. M., and Shah, S. P. (1995). “Characterization of the paste-aggregate interfacial transition zone surface roughness and its relationship to fracture toughness of concrete.” J. Mater. Sci., 30(12), 3149–3154.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 137Issue 6June 2011
Pages: 439 - 446

History

Received: Jul 13, 2008
Accepted: Dec 7, 2010
Published online: Dec 9, 2010
Published in print: Jun 1, 2011

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Authors

Affiliations

Tongyan Pan, Ph.D., M.ASCE [email protected]
P.E.
Assistant Professor, Dept. of Civil Engineering, The Catholic Univ. of America, 620 Michigan Ave. NE, Washington, DC 20064. E-mail: [email protected]
Yajun Liu, Ph.D., M.ASCE [email protected]
Postdoctoral Research Associate, Western Transportation Institute, Montana State Univ., P.O. Box 174250, Bozeman, MT 59717-4250. E-mail: [email protected]
Erol Tutumluer, M.ASCE [email protected]
Professor of Civil Engineering, Paul F. Kent Endowed Faculty Scholar, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author). E-mail: [email protected]

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