TECHNICAL PAPERS
May 8, 2010

Comparative Study of Acoustic Emission and Scanning Electron Microscope to Evaluate Fracture Process Zone in Concrete Beams

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 11

Abstract

This paper deals with two aspects of characterization of the fracture process zone (FPZ) in concrete beams. A comparative study is done between acoustic emission (AE) and scanning electron microscope (SEM) to understand the microlevel aspect of the FPZ in concrete beams. SEM analysis, is mainly based on the preparation and analyzing samples which are considered as being a very important part (poor preparation techniques can lead to erroneous diagnosis of the concrete study). On the other hand, an AE is a localized and quick release of strain energy in a stressed material. The released energy causes stress waves, which propagate through the specimen. These waves can be detected at the specimen surface and analyzed to evaluate the magnitude and the nature of damage. The results obtained from the two experimental studies have shown that there is a small divergence between experimental results (SEM and AE). This may be related to some details during the sample analysis.

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References

Ansari, F. (1989). “Mechanism of microcrack formation in concrete.” ACI Mater. J., 41, 459–464.
ASTM. (1994a). “Standard test method for flexural strength of concrete.” C78-94, West Conshohocken, Pa.
ASTM. (1994b). “Standards test method for flexural toughness and first-crack strength.” C1018-94, West Conshohocken, Pa.
Bascoul, A., Kharchi, F., and Maso, J. C. (1989). “Concerning the measurement of the fracture energy of a micro-concrete according to the crack growth in a three point bending test on notched beams.” Fracture of concrete and rock, S. P. Shah and S. E. Swartz, eds., Springer, New York, 396–408.
Bažant, Z. P., and Oh, B. H. (1983). “Crack band theory for fracture of concrete.” Matériaux et Constructions, 155–177.
Bhargava, J., and Rehnström, A. (1975). “High-speed photography for fracture studies of concrete.” Cem. Concr. Res., 5, 239–247.
Dhir, K. K., and Sangha, C. M. (1994). “Development and propagation of micro cracks in plain concrete.” Matériaux et Constructions, 37, 17–23.
Hadjab, H., and Thimus, J. F. (2003). “Contribution à la mesure de la vitesse moyenne de propagation de la macro fissure dans les bétons (Contribution of the measure of the average propagation's velocity of macro crack in concrete).” Proc., Congrès Français de Mécanique, University Catholic of Louvain (UCL), Belgium.
Hillerborg, A., Modéer, M., and Petersson, P. E. (1976). “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.” Cem. Concr. Res., 6, 773–782.
Hu, X. Z., and Wittmann, F. H. (1990). “Experimental method to determine extension of fracture process zone.” J. Mater. Civ. Eng., 2, 15–23.
Izumi, M., Mihashi, H., and Nomura, N. (1986). “Fracture toughness and fracture energy of concrete.” Proc., Int. Conf. on Fracture Mechanics of Concrete, Lausanne, Switzerland, v18 of Developments in Civil Engineering, Chap. 5, Lausanne, Switzerland, 259–268.
Lee, N. K., Mayfield, B., and Snell, C. (1981). “Detecting the progress of internal cracks in concrete by using embedded graphite rods.” Mag. Concrete Res., 33, 180–183.
Li, Z., and Shah, S. P. (1994). “Localisation of microcracking in concrete under multiaxial tension.” ACI Mater. J., 91, 372–381.
Maji, A., Ouyang, C., and Shah, S. P. (1990). “Fracture mechanisms of concrete based on acoustic emission.” J. Mater. Res., 5, 206–217.
Maji, A., and Shah, S. P. (1988). “Process zone and acoustic emission measurements in concrete.” Exp. Mech., 28, 27–33.
Mindess, S., and Diamond, S. (1980). “A preliminary SEM study of crack propagation in mortar.” Cem. Concr. Res., 10, 509–519.
Mindess, S., and Diamond, S. (1982). “A device for direct observation of cracking of cement paste or mortar under compressive loading within a scanning electron microscope.” Cem. Concr. Res., 12, 569–576.
Nemati, K. M. (1997). “Fracture analysis of concrete using scanning electron microscopy.” Scanning, 19, 426–430.
Opara, N. K. (1993). “Fracture process zone presence and behavior in mortar specimens.” ACI Mater. J., 90, 618–626.
Ortiz, M. (1988). “Microcrack coalescence and macroscopic crack growth initiation in brittle solids.” Int. J. Solids Struct., 24, 231–250.
Rossi, P. (1988). “Fissuration du béton: du matériau à la structure; application de la mécanique linéaire de la rupture (Cracking of concrete: from material to structure; application of the linear fracture mechanics).” Rapport de Recherche LPC No. 150, Laboratory of Bridges & Roadways, Paris.
Sakata, Y., and Ohtsu, M. (1995). “A crack evaluation in concrete members based on ultrasonic spectroscopy.” ACI Mater. J., 71, 687–699.
Stutzman, P. E. (1991). “Cement clinker characterisation by scanning electron microscopy.” Cem., Concr., Aggregates, 13, 109–114.
Swartz, S. E., and Refai, T. (1989). Cracked surface revealed by dye and its utility in determining fracture parameters, H. Mihashi et al., eds., Balkema, Brookfield, Vt., 509–520.
Turatsinze, A. (1992). “Caractérisation microstructurale de la fissuration des bétons et mortiers en mode I de propagation (Microstructural characterization of the concrete and mortars cracking in mode I of propagation).” Ph.D. thesis, INSA-UPS, Material and Durability of Constructions Laboratory, Toulouse, France.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 11November 2010
Pages: 1156 - 1163

History

Received: Nov 28, 2008
Accepted: Apr 30, 2010
Published online: May 8, 2010
Published in print: Nov 2010

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Authors

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Hadda Hadjab [email protected]
Associate Professor, Civil Engineering Faculty, Université des Sciences et de la Technologie Houari Boumediene, B.P.32, Bab-Ezzouar 16111, Algeria (corresponding author). E-mail: [email protected]; [email protected]
Jean Francois Thimus
Professor, Dept. of Civil Engineering, Université catholique de Louvain Place du Levant 1, Bt Vinci, 1348 Louvain la Neuve, Belgium.
Mohamed Chabaat
Professor, Civil Engineering Faculty, Université des Sciences et de la Technologie Houari Boumediene, B.P.32, Bab-Ezzouar 16111, Algeria.

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