Predicting Self-Compacting Concrete Shrinkage Based On A Modified Fuzzy Logic Model
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00194686" target="_blank" >RIV/68407700:21110/12:00194686 - isvavai.cz</a>
Výsledek na webu
<a href="http://www.engmech.cz/2012/proceedings/" target="_blank" >http://www.engmech.cz/2012/proceedings/</a>
DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Predicting Self-Compacting Concrete Shrinkage Based On A Modified Fuzzy Logic Model
Popis výsledku v původním jazyce
The occurrence of shrinkage in concrete leads to development of internal tension stresses which can result in concrete cracking. The presence of cracks in concrete creates pathways that ease the access of aggressive agents reducing concrete structure durability and service life. Consequently, the correct reduction of shrinkage strain during the designing process is important to assure the structure's durability and long time serviceability. In light of this, the objective of this research was to developan experimental based fuzzy logic model to predicting self-compacting concrete shrinkage. The fuzzy logic model decision-making is optimized though an evolutionary computing method, therefore enhancing computational effectiveness. The obtained results are compared to the B3 shrinkage prediction model and statistical analysis, indicating the reliability of the proposed model, are presented.
Název v anglickém jazyce
Predicting Self-Compacting Concrete Shrinkage Based On A Modified Fuzzy Logic Model
Popis výsledku anglicky
The occurrence of shrinkage in concrete leads to development of internal tension stresses which can result in concrete cracking. The presence of cracks in concrete creates pathways that ease the access of aggressive agents reducing concrete structure durability and service life. Consequently, the correct reduction of shrinkage strain during the designing process is important to assure the structure's durability and long time serviceability. In light of this, the objective of this research was to developan experimental based fuzzy logic model to predicting self-compacting concrete shrinkage. The fuzzy logic model decision-making is optimized though an evolutionary computing method, therefore enhancing computational effectiveness. The obtained results are compared to the B3 shrinkage prediction model and statistical analysis, indicating the reliability of the proposed model, are presented.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JM - Inženýrské stavitelství
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2012
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Engineering Mechanics 2012
ISBN
978-80-86246-40-6
ISSN
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e-ISSN
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Počet stran výsledku
9
Strana od-do
1173-1181
Název nakladatele
Institute of Theoretical and Applied Mechanics Academy of Sciences of the Czech Republic
Místo vydání
Prague
Místo konání akce
Svratka
Datum konání akce
14. 5. 2012
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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