Illustration of the Proposed Methodology Based on Synthetic Data

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Non-Destructive In Situ Strength Assessment of Concrete

Part of the book series: RILEM State-of-the-Art Reports ((RILEM State Art Reports,volume 32))

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Abstract

This chapter illustrates first how the recommendations proposed by RILEM TC 249-ISC can be applied in practice. All the steps of the investigation process described in the recommendations are followed and the obtained results are discussed. The second objective is to demonstrate the practical interest of some of the options promoted or recommended in the recommendations. The case study, based on synthetic data, is a four-storey reinforced concrete frame structure. To be representative of a real case study, the synthetic data involves different types of variability, i.e. between mixes (each storey corresponding to a different mix), between components of a given storey and within each component, due to the casting process. Additional variability comes from concrete moisture that can vary slightly around its mean value corresponding to a saturation degree assumed to be 80%.

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Notes

  1. 1.

    Alwash et al. [1, 2].

  2. 2.

    This comparison and the analysis of the combination of ND methods is detailed at Sect. 12.9.

  3. 3.

    No firm conclusion must be drawn from this statement as these properties could have been underestimated for the same statistical reasons. The only relevant statement regards the magnitude of error (the reader is invited to refer to Chap. 12 (Sect. 12.1) and Table 12.1 for more details).

References

  1. Alwash, M., Breysse, D., Sbartaï, Z.M.: Using Monte-Carlo simulations to evaluate the efficiency of different strategies for nondestructive assessment of concrete strength. Mater Struct 50, 90 (2017). https://doi.org/10.1617/s11527-016-0962-xhttps://doi.org/10.1617/s11527-016-0962-x

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  2. Alwash, M., Breysse, D., Sbartaï, Z.M.: Non destructive strength evaluation of concrete: analysis of some key factors using synthetic simulations. Constr Build Mater 99, 235–245 (2015)

    Article  Google Scholar 

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Acknowledgements

The 4th author would like to acknowledge the financial support by Base Funding - UIDB/04708/2020 of CONSTRUCT - Instituto de I&D em Estruturas e Construções, funded by national funds through FCT/MCTES (PIDDAC).

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Correspondence to Jean-Paul Balayssac .

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Breysse, D., Balayssac, JP., Corbett, D., Romão, X. (2021). Illustration of the Proposed Methodology Based on Synthetic Data. In: Breysse, D., Balayssac, JP. (eds) Non-Destructive In Situ Strength Assessment of Concrete. RILEM State-of-the-Art Reports, vol 32. Springer, Cham. https://doi.org/10.1007/978-3-030-64900-5_8

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  • DOI: https://doi.org/10.1007/978-3-030-64900-5_8

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-64899-2

  • Online ISBN: 978-3-030-64900-5

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