<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>This article presents the results of reinforcement cover thickness measurements carried out in several buildings erected in 2022 in Rzeszów. The results of the measurements are presented in two variants depending on the reinforcement cover thickness assumed by the designer: the first variant contains all the results and the second contains results only from places where the designed cover thickness was 25 mm. For both variants, a histogram of the percentage deviation from the design value was determined and mean values, standard deviation, coefficient of variation and maximum values of negative and positive deviation were calculated. The obtained reinforcement cover thickness distributions were used to determine the reliability of a floor slab with a simply supported beam static scheme. Analyses were carried out for 4 slabs differing in span, thickness and selected reinforcement. Using the FORM analytical method, values for the reliability index and probability of failure were determined. The reliability index values obtained were compared with the values required by EC 1990 and ISO 2394. The results obtained did not meet the standard requirements.</p>
</abstract>

This article presents the results of reinforcement cover thickness measurements carried out in several buildings erected in 2022 in Rzeszów. The results of the measurements are presented in two variants depending on the reinforcement cover thickness assumed by the designer: the first variant contains all the results and the second contains results only from places where the designed cover thickness was 25 mm. For both variants, a histogram of the percentage deviation from the design value was determined and mean values, standard deviation, coefficient of variation and maximum values of negative and positive deviation were calculated. The obtained reinforcement cover thickness distributions were used to determine the reliability of a floor slab with a simply supported beam static scheme. Analyses were carried out for 4 slabs differing in span, thickness and selected reinforcement. Using the FORM analytical method, values for the reliability index and probability of failure were determined. The reliability index values obtained were compared with the values required by EC 1990 and ISO 2394. The results obtained did not meet the standard requirements.

Structural Reliability Assessment Including Variability of Reinforcement Cover Based on Measurements on Selected Buildings

Faculty of Civil and Environmental Engineering and Architecture

Architecture, Civil Engineering, Environment

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

This article presents the results of reinforcement cover thickness measurements carried out in several buildings erected in 2022 in Rzeszów. The results of the...

Structural Reliability Assessment Including Variability of Reinforcement Cover Based on Measurements on Selected Buildings

Pubblicato online: 31 dic 2023

Pagine: 103 - 108

Ricevuto: 28 apr 2023

Accettato: 01 giu 2023

DOI: https://doi.org/10.2478/acee-2023-0054

Parole chiave
Faults in workmanship, FORM, reinforcement cover, reliability index, structural reliability

© 2023 Katarzyna Sieńkowska-Szpetnar, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Structural Reliability Assessment Including Variability of Reinforcement Cover Based on Measurements on Selected Buildings

Pubblicato online: 31 dic 2023

Pagine: 103 - 108

Ricevuto: 28 apr 2023

Accettato: 01 giu 2023

DOI: https://doi.org/10.2478/acee-2023-0054

Parole chiaveFaults in workmanship, FORM, reinforcement cover, reliability index, structural reliability

© 2023 Katarzyna Sieńkowska-Szpetnar, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Parole chiave
Faults in workmanship, FORM, reinforcement cover, reliability index, structural reliability