Optimized quality control procedure with the Barcelona test and the inductive method for FRC

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Optimized quality control procedure with the Barcelona test and the inductive method for FRC

Author(s): Galeote, E.; Blanco, A.; Cavalaro, S.H.P.; de la Fuente, A.

Publication: Symposium Paper

Volume: 343

Issue:

Appears on pages(s): 30-39

Keywords: FRC, quality control, bending test, Barcelona test, inductive method, content of fibres

DOI:

Date: 10/1/2020

Abstract:
The optimization of resources and materials with the objective of cutting costs has a great relevance at all stages of the design of a structure, including the quality control. In fibrereinforced concrete (FRC), the three-point bending tests are performed routinely as means of quality control to determine the residual strength. Nevertheless, the high scatter of its results and its complex setup requiring special equipment encourages the use of alternative tests to determine the post-peak strength of FRC. In this respect, the Barcelona test arises as an alternative method to characterize FRC due to a more reduced variability of the results, a lower concrete consumption and the simplicity of its execution. Moreover, the inherent heterogeneity of FRC directly affects the content of fibers within the concrete, which is one of the main factors governing the post-cracking strength of FRC. In this regard, the inductive method is proposed as a complementary test to assess the content of fibres during quality control using the same specimens to be tested under the Barcelona test. Therefore, the main aim of this study is to present a methodology to correlate the three-point bending test with the Barcelona test and show the feasibility of using the latter as an alternative method. Furthermore, the combination of the Barcelona test with the inductive method leads to a more complete characterisation of FRC.

Related References:

1. B. Parmentier, E. De Grove, Dispersion of the mechanical properties of FRC investigated by different bending tests, Tailor Made Concr. Struct. (2008).

2. C. Molins, A. Aguado, S. Saludes, Double Punch Test to control the energy dissipation in tension of FRC (Barcelona test), Mater. Struct. 42 (2009) 415–425.

3. International Federation for Structural Concrete, fib Model Code for Concrete Structures 2010, 2010.

4. P. Pujadas, A. Blanco, S.H.P. Cavalaro, A. de la Fuente, A. Aguado, Multidirectional double punch test to assess the post-cracking behaviour and fibre orientation of FRC,

Constr. Build. Mater. 58 (2014) 214–224.

5. J.M. Torrents, A. Blanco, P. Pujadas, A. Aguado, P. Juan-García, M.Á. Sánchez-Moragues, Inductive method for assessing the amount and orientation of steel fibers in concrete, Mater. Struct. 45 (2012) 1577–1592.

6. R. Perumal, Correlation of Compressive Strength and Other Engineering Properties ofHigh-Performance Steel Fiber–Reinforced Concrete, J. Mater. Civ. Eng. 27 (2015) 04014114.

7. Minelli, F. and Plizzari, G.A. (2011). A new round panel test for the characterization of fiber reinforced concrete: a broad experimental study. Journal of Testing and

Evaluation, 39(5), 889-897.

8. S.H.P. Cavalaro, R. López, J.M. Torrents, A. Aguado, Improved assessment of fibre content and orientation with inductive method in SFRC, Mater. Struct. 48 (2015) 1859–1873.

9. S.H.P. Cavalaro, R. López-Carreño, J.M. Torrents, A. Aguado, P. Juan-García, Assessment of fibre content and 3D profile in cylindrical SFRC specimens, Mater. Struct. 49 (2016) 577–595.

10. P. Pujadas, A. Blanco, S. Cavalaro, A. de la Fuente, A. Aguado, New analytical model to generalize the barcelona test using axial displacement, J. Civ. Eng. Manag. 19 (2013) 259–271.