Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Research activities of the Greek Society of Experimental Mechanics of Materi Vol. 13, No. 50 (2019)

Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis

Author and affiliation details
  • Stamatia Gavela Corresponding author School of Pedagogical and Technological Education, Department of Civil Engineering Educators matina@gavela.gr
  • Nikolaos Nikoloutsopoulos School of Pedagogical and Technological Education, Department of Civil Engineering Educators
  • George Papadakos School of Pedagogical and Technological Education, Department of Civil Engineering Educators
  • Dimitra Passa School of Pedagogical and Technological Education, Department of Civil Engineering Educators
  • Anastasia Sotiropoulou School of Pedagogical and Technological Education, Department of Civil Engineering Educators
DOI
10.3221/IGF-ESIS.50.32
Pages
383-394
Published

Abstract

The objective of the study is to introduce an experimental un­cer­tainty budget process for concrete compressive strength test, based on a pro­to­col that incorporates effects of multiple factors significant for the measure­ment result. The proposed procedure is rather useful for laboratories seeking accreditation according to ISO/IEC 17025, in order to emphasize the contri­bu­tion of type A uncertainty estimations, rather than relying on type B estimations that are unable to address the correlation between those factors. Two indepen­dent experiments were performed. Experiment I is proposed as a simple, suit­ably designed, reproducibility trial for laboratories performing EN 12390 test method, i.e. when a specified nominal curing age is targeted, following experi­mental design on multiple uncertainty parameters. A sensitivity analysis was introduced based on a semi-empirical multifactorial regression model (experi­ment II) for concrete compressive strength as a function of specimen’s curing age and W/C ratio. The present study is an effort towards an integrated and standardized method for experimental, semi-empirical multifactorial re­gression estimation of the uncertainty budget for the EN 12390 test method, being useful, also, as a baseline for internal quality control programs when ad­justed for the specific characteristics of concrete specimens tested by a laboratory.

Keywords

Article history

  1. ReceivedUntil the next stage: 3 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Gavela, S., Nikoloutsopoulos, N., Papadakos, G., Passa, D., & Sotiropoulou, A. (2019). Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis. Fracture and Structural Integrity, 13(50), 383–394. https://doi.org/10.3221/IGF-ESIS.50.32

IEEE

S. Gavela, N. Nikoloutsopoulos, G. Papadakos, D. Passa, and A. Sotiropoulou, “Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis,” Fracture and Structural Integrity, vol. 13, no. 50, pp. 383–394, 2019, doi: 10.3221/IGF-ESIS.50.32.

MLA

Gavela, Stamatia, et al. “Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis.” Fracture and Structural Integrity, vol. 13, no. 50, 2019, pp. 383–394. https://doi.org/10.3221/IGF-ESIS.50.32.

Chicago

Gavela, Stamatia, Nikolaos Nikoloutsopoulos, George Papadakos, Dimitra Passa, and Anastasia Sotiropoulou. 2019. “Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis.” Fracture and Structural Integrity 13 (50): 383–394. https://doi.org/10.3221/IGF-ESIS.50.32.

Harvard

Gavela, S., Nikoloutsopoulos, N., Papadakos, G., Passa, D. and Sotiropoulou, A. (2019) ‘Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis’, Fracture and Structural Integrity, 13(50), pp. 383–394. doi: 10.3221/IGF-ESIS.50.32.

Vancouver

Gavela S, Nikoloutsopoulos N, Papadakos G, Passa D, Sotiropoulou A. Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis. Fracture and Structural Integrity. 2019;13(50):383-394. doi:10.3221/IGF-ESIS.50.32

BibTeX

@article{gavela2019, author = {Gavela, Stamatia and Nikoloutsopoulos, Nikolaos and Papadakos, George and Passa, Dimitra and Sotiropoulou, Anastasia}, title = {Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {13}, number = {50}, pages = {383--394}, doi = {10.3221/IGF-ESIS.50.32}, url = {https://doi.org/10.3221/IGF-ESIS.50.32}, issn = {1971-8993} }

RIS

TY - JOUR AU - Gavela, Stamatia AU - Nikoloutsopoulos, Nikolaos AU - Papadakos, George AU - Passa, Dimitra AU - Sotiropoulou, Anastasia TI - Experimental uncertainty budget for concrete compressive strength test based on a multifactorial analysis JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/09/01 VL - 13 IS - 50 SP - 383 EP - 394 DO - 10.3221/IGF-ESIS.50.32 UR - https://doi.org/10.3221/IGF-ESIS.50.32 SN - 1971-8993 ER -

Licence

Copyright © 2019 Stamatia Gavela, Nikolaos Nikoloutsopoulos, George Papadakos, Dimitra Passa, Anastasia Sotiropoulou.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.