Abstract
After thorough review of the literature on structural elements with shear failure, and after conducting several experimental programs whose values were compared later with the theoretical values obtained with the three selected Design Codes to calculate shear in elements reinforced with fibers, it was found that it would be useful and also necessary to build a large database of elements failing in shear in order to have a large number of cases that allow to better evaluate resisting phenomena and the validity of building Codes. For this reason, this chapter shows the analysis of that database.
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References
Muttoni, A., and M.F. Fernández-Ruiz. 2010. Shear in slabs and beams: should they be treated in the same way? In fib Bulletin 57. Shear and punching shear in RC and FRC elements. Workshop Proceedings, p. 268.
Cladera, A., and A.R. Marí. 2006. Shear design of reinforced and prestressed concrete beams: A proposal for code procedure. Hormigón y Acero 242(4): 51–63.
Di-Prisco, M., G. Plizzari, and L. Vandewalle. 2010. MC2010: Overview on the shear provisions for FRC. In fib Bulletin 57. Shear and punching shear in RC and FRC elements. Workshop proceedings, 268 pp.
Bentz, E. 2010. MC2010: Shear strength of beams and implications of the new approaches. In fib Bulletin 57. Shear and punching shear in RC and FRC elements. Workshop proceedings, ed. F. Minelli and G. Plizzari, 268 pp. Italy: University of Brescia.
Rosenbusch, J., M. Teutsch, D. Dupont, L. Vandewalle, R. Gettu, B. Barragán, M.A. Martín, G. Ramos, and I. Burnett. 2002. Subtask 4.2: Trial beams in shear. In Brite-Euram Project: Test and design methods for steel fibre reinforced concrete.
Dupont, D., and L. Vandewalle. 2003. Shear capacity of concrete beams containing longitudinal reinforcement and steel fibers. ACI Special Publication 216: 79–94.
Conforti, A., E. Cuenca, F. Minelli, and G. Plizzari. 2011. Can we mitigate or eliminate size effect in shear by utilizing steel fibers? In Proceedings of fib symposium PRAGUE 2011.
EN14651:2005+A1. 2005. Test method for metallic fibre concrete—measuring the flexural tensile strength (limit of proportionality (LOP), residual).
EHE-08. 2008. Instrucción de Hormigón Estructural EHE-08 (in Spanish), Ministerio de Fomento, 702 pp.
RILEM. 2003. TC 162-TDF. Test and design methods for steel fibre reinforced concrete, stress-strain design method. Final recommendation. Materials and Structures 36: 560–567.
MC2010. 2012. Fib Bulletin 65–66. Model Code—final draft.
EC2. 2005. Eurocode 2: Design of concrete structures—EN 1992-1-1.
Montgomery, D.C., and G.C. Runger. 1996. Probabilidad y Estadística aplicadas a la Ingeniería. New York: McGraw Hill.
Romero, R., and L. Zúnica. 2010. Métodos estadísiticos en Ingeniería, UPV.
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Cuenca, E. (2015). Shear Database and Study of the Parameters Influencing Shear Behavior. In: On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete. Springer Theses. Springer, Cham. https://doi.org/10.1007/978-3-319-13686-8_8
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DOI: https://doi.org/10.1007/978-3-319-13686-8_8
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