Influence of Free Water and Strain-Rate on the Shear Behaviour of Concrete

Abstract:

Shear fracture (mode II) may be observed in concrete structures when subjected to confined or impact loading. Among the different techniques developed to investigate the shear strength of geomaterials, figures the Punch-Through Shear test (PTS test). It consists of a short cylinder with two cylindrical notches made on the lower and upper surfaces. Shear fracture is produced in the ligament due to the displacement of the central zone beside the peripheral zone. An experimental setup has been developed in LEM3 laboratory to measure the shear strength of concrete under quasi-static and dynamic loading. A high-speed hydraulic press allowed reaching strain-rates up to few per second. Steel and aluminium alloy confining rings have been used to induce a confining pressure in the fractured zone. Furthermore, radial notches have been performed in the specimen in order to deduce the radial stress at the ligament surface from the contact pressure between the confining ring and the outer surface of the specimen. The experimental results have been used to discuss the influence of free water and strain-rate on the shear behaviour of concrete.

• Periodical: Applied Mechanics and Materials (Volume 82)
• Pages: 148-153
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.82.148
• Online since: July 2011
• Authors: Pascal Forquin
• Keywords: Concrete, Confinement Cell, Fracture, Shear Strength, Strain Rate Sensitivity (SRS)

References

[1] Li, Q.M., Reid, S.R., Wen, H.M. (2005) in:, Int J. Impact Eng. 32, 224-284.

[2] Forquin, P., Arias, A., Zaera, R. (2008), in: Int. J. Impact Eng., 35 (3), 133-146.

[3] Ingraffea A.R. (1981), Mixed mode fracture initiation in Indiana limestone and Westerly granite. In: Proc. 22nd US Symp. Rock Mech., Cambridge, MA. 186-191.

[4] Barr B., Derradj, M. (1990), in: Eng. Fract. Mech. 35, 171-180.

[5] Rao Q. (1999), Pure shear fracture of brittle rock. Doctoral thesis, Division of rock Mechanics, Lulea University, Sweden.

[6] Watkins J., Liu K.L.W. (1985) in: Int. J. Cement Composites and Lightweight. 7, 39-47.

[7] Ross C. A., Jerome D.M., Tedesco .J.W, et Hughes M. (1996), in: ACI Material Journal 93. 293-299

[8] Watkins J. (1983), in: Int. J. Fract. 23, 135-138.

[9] Backers T. (2004) Fracture Toughness Determination and Micromechanics of Rock Under Mode I and Mode II Loading. Ph.D. thesis, University of Potsdam, Germany.

[10] Montenegro O., Sfer, Carol I. (2007), Characterization of concrete in mixed mode fracture under confined conditions. ICEM13 conference, Alexandroupolis, Greece

DOI: 10.1007/978-1-4020-6239-1_97

[11] Forquin P., A. Arias, R. Zaera. (2007), in: Int. J. Solids Struct., 44 (13), 4291-4317.

[12] Forquin P., G. Gary, F. (2008b),in: Int. J. Impact Eng., 35 (6), 425-446.

[13] Vu X.H., Malecot Y., Daudeville L., Buzaud E. (2009), in: Int. J. Solids Struct., 46 1105-1120.

[14] Erzar B., Forquin P. (2010), Experiments and mesoscopic modelling of dynamic testing of concrete, Mechanics Materials (submitted for publication).

DOI: 10.1016/j.mechmat.2011.05.002

[15] Cadoni E., Labibes K., Albertini C., Berr M., Giangrasso, M. (2001), in: Materials Structures, 34, 21-26.

[16] Rossi P. (1991), in: Materials Structures, 24, 422-424.