Sensitivity Analysis of Stochastic Calculation of SCC Regarding Aggressive Environment

Probabilistic procedures considering the durability with respect to corrosion of reinforcement caused by aggressive substances are widely applied; however, they are based on narrow assumptions. The aspects need to be evaluated both in terms of the search for suitable application of the various exper...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Petr Lehner, Marie Horňáková, Kristýna Hrabová
Formato: article
Lenguaje:EN
Publicado: MDPI AG 2021
Materias:
T
Acceso en línea:https://doaj.org/article/d19e18a66088418995bd5e7d1ae8cca9
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:doaj.org-article:d19e18a66088418995bd5e7d1ae8cca9
record_format dspace
spelling oai:doaj.org-article:d19e18a66088418995bd5e7d1ae8cca92021-11-25T18:14:00ZSensitivity Analysis of Stochastic Calculation of SCC Regarding Aggressive Environment10.3390/ma142268381996-1944https://doaj.org/article/d19e18a66088418995bd5e7d1ae8cca92021-11-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/22/6838https://doaj.org/toc/1996-1944Probabilistic procedures considering the durability with respect to corrosion of reinforcement caused by aggressive substances are widely applied; however, they are based on narrow assumptions. The aspects need to be evaluated both in terms of the search for suitable application of the various experimental results and in terms of their impact on the result of the stochastic assessment itself. In this article, sensitivity analysis was used as an ideal tool to prove how input parameters affect the results of the evaluation, with consideration of different types of concrete (ordinary or self-compacting with and without fibres). These concretes may be used in aggressive environments, as an industrial floor or as a part of the load-bearing bridge structure. An example of a reinforced concrete bridge deck was selected as the solved structure. The results show that in the case of a classic evaluation, a larger amount of fibre reports a lower resistance of concrete, which contradicts the assumptions. The sensitivity analysis then shows that self-compacting concrete is more sensitive to the values of the diffusion coefficient, and with the consideration of fibres, the effect is even greater.Petr LehnerMarie HorňákováKristýna HrabováMDPI AGarticleconcretefibresstochastic analysissensitivity analysisself-compacting concreteTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6838, p 6838 (2021)
institution DOAJ
collection DOAJ
language EN
topic concrete
fibres
stochastic analysis
sensitivity analysis
self-compacting concrete
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle concrete
fibres
stochastic analysis
sensitivity analysis
self-compacting concrete
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Petr Lehner
Marie Horňáková
Kristýna Hrabová
Sensitivity Analysis of Stochastic Calculation of SCC Regarding Aggressive Environment
description Probabilistic procedures considering the durability with respect to corrosion of reinforcement caused by aggressive substances are widely applied; however, they are based on narrow assumptions. The aspects need to be evaluated both in terms of the search for suitable application of the various experimental results and in terms of their impact on the result of the stochastic assessment itself. In this article, sensitivity analysis was used as an ideal tool to prove how input parameters affect the results of the evaluation, with consideration of different types of concrete (ordinary or self-compacting with and without fibres). These concretes may be used in aggressive environments, as an industrial floor or as a part of the load-bearing bridge structure. An example of a reinforced concrete bridge deck was selected as the solved structure. The results show that in the case of a classic evaluation, a larger amount of fibre reports a lower resistance of concrete, which contradicts the assumptions. The sensitivity analysis then shows that self-compacting concrete is more sensitive to the values of the diffusion coefficient, and with the consideration of fibres, the effect is even greater.
format article
author Petr Lehner
Marie Horňáková
Kristýna Hrabová
author_facet Petr Lehner
Marie Horňáková
Kristýna Hrabová
author_sort Petr Lehner
title Sensitivity Analysis of Stochastic Calculation of SCC Regarding Aggressive Environment
title_short Sensitivity Analysis of Stochastic Calculation of SCC Regarding Aggressive Environment
title_full Sensitivity Analysis of Stochastic Calculation of SCC Regarding Aggressive Environment
title_fullStr Sensitivity Analysis of Stochastic Calculation of SCC Regarding Aggressive Environment
title_full_unstemmed Sensitivity Analysis of Stochastic Calculation of SCC Regarding Aggressive Environment
title_sort sensitivity analysis of stochastic calculation of scc regarding aggressive environment
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/d19e18a66088418995bd5e7d1ae8cca9
work_keys_str_mv AT petrlehner sensitivityanalysisofstochasticcalculationofsccregardingaggressiveenvironment
AT mariehornakova sensitivityanalysisofstochasticcalculationofsccregardingaggressiveenvironment
AT kristynahrabova sensitivityanalysisofstochasticcalculationofsccregardingaggressiveenvironment
_version_ 1718411466946641920