Abstract
The shear behavior of reinforced “Z”-shaped push-off specimens made with self-compacting concrete (SCC) and self-compacting fiber-reinforced concrete (SCFRC) was analyzed by means of experimental tests. Testing consisted of two phases. Firstly, specimens were precracked subjected to linear load along the shear plane. During this first phase three precracked levels were distinguished (without precrack, thin and thick precrack). Then, precracked specimens were tested under direct shear load. The shear behavior along the shear plane was analyzed by means of the crack opening and shear displacement versus shear load process. Variables were: the type of concrete (SCC, or SCFRC with different fibers contents: 40 kg/m3 or 60 kg/m3), the transversal reinforcement (TR) and the precrack width. The analysis was specially focused on the study of aggregate interlocking. The failure occurrence is better controlled thanks to the presence of fibers, the shear behavior is more ductile.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
ACI (1996), Report on Fiber Reinforced Concrete, ACI Committee 544 (Ed.), ACI 544.2R-96, ACI Manual of Concrete Practice, Part 6.
Dupont, D. and Vandewalle, L., (2000), In: Proceedings ACI Fall Convention 2000, ACI-SP-216-6, American Concrete Institute (Ed.), Detroit, USA, pp. 79–94.
Casanova, P., Rossi, P. and Schaller, I. (1997), ACI Materials Journal, vol. 94-M41, pp. 341–354.
Barr, B. (1987), The Fracture Characteristics of FRC Materials in Shear, Fiber Reinforced Concrete: Properties and Applications, SP-105, ACI (Ed.), pp. 27–53.
Barragán, B., Gettu, R., Agulló, L. and Zerbino, R. (2006), ACI Materials Journal, vol. 103, pp. 251–257.
Carmona, S. and Cabrera, M. (2009), Construction Engineering Magazine, vol. 24, n. 1, pp. 79–94 (in Spanish).
Frénay, J.W., Reinhardt, H.W. and Walraven, J.C. (1991), Journal of Structural Engineering, ASCE, vol. 117, n. 10, pp. 2900–2918.
Hwang, S-J., Yu, H-W and Lee, H-J, (2000), Journal of Structural Engineering, ASCE, vol. 126, n. 6, pp. 700–707.
Mansur, M.A., Vinayagam, T. and Tan, K-H. (2008), Journal of Materials in Civil Engineering, ASCE, vol. 20, n. 4, pp. 294–302.
Reinhardt, H.W. and Walraven, J.C. (1982) Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, ASCE, vol. 108-ST1, pp. 207–224.
Serna, P. (1984), Study of the contribution of steel fibers in concrete on shear behavior, École Nationale des Ponts et Chaussées, France (in French).
Van De Loock, L. (1988), Journal of Materials Science Letters, vol. 7, pp. 225–226.
Walraven, J.C. (1981), Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, ASCE, vol. 107-ST11.
Arredondo, F. (1969), Concrete Mix Design, Instituto Eduardo Torroja (Ed.), Madrid (in Spanish).
Cuenca E. (2008), Shear behavior on self-compacting and fiber reinforced concrete elements, Master thesis, UPV, Spain (in Spanish).
Cuenca E. (2008), Study of shear behavior on self-compacting elements. Application to industrial precast beams, PFC, UPV, Spain (in Spanish).
Figuet, E. and Serna, P. (2009), Shear behavior on self-compacting fiber-reinforced concrete “Z” specimens, PFC, UPV, Spain (in French).
Committee AEN/CTN 83 Concrete, (2009), UNE-EN 12390-3: Hard state concrete tests. Part 3: Concrete strength determination on specimens (in Spanish).
Committee AEN/CTN 83 Concrete, (2007), UNE-EN 14651: Steel fiber reinforced concrete test method. Tensile strength determination by flexure (proportionality limit (LOP), residual strength) (in Spanish).
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2010 RILEM
About this paper
Cite this paper
Cuenca, E., Serna, P. (2010). Shear Behavior of Self-Compacting Concrete and Fiber-Reinforced Concrete Push-Off Specimens. In: Khayat, K., Feys, D. (eds) Design, Production and Placement of Self-Consolidating Concrete. RILEM Bookseries, vol 1. Springer, Dordrecht. https://doi.org/10.1007/978-90-481-9664-7_36
Download citation
DOI: https://doi.org/10.1007/978-90-481-9664-7_36
Published:
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-9663-0
Online ISBN: 978-90-481-9664-7
eBook Packages: EngineeringEngineering (R0)