Evaluation of Three-Point Bending Fracture Tests of Selected Concrete: Mechanical Fracture and Acoustic Emission Parameters

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU120493" target="_blank" >RIV/00216305:26110/16:PU120493 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Evaluation of Three-Point Bending Fracture Tests of Selected Concrete: Mechanical Fracture and Acoustic Emission Parameters

Popis výsledku v původním jazyce

Authors focus attention on mechanical fracture and acoustic emission (AE) parameters obtained from records of three-point bending fracture tests on concrete specimens with initial notch. Total nine sets of specimens were tested. Three specimens at the age of 28 days were tested in each set. Concrete of each set of specimens was different in dosage of Portland cement CEM I 42.5 R and amount of used superplasticizer which resulted in different water to cement ratio of particular mixtures. The Effective Crack Model (ECM) was used to evaluate the load vs deflection diagrams to obtain modulus of elasticity, effective fracture toughness and specific fracture energy. Modulus of elasticity, tensile strength and specific fracture energy were also subject of identification via inverse analysis based on artificial neural network, which aim is to transfer the input data obtained from the fracture test to the desired material parameters. Resistance to stable and unstable crack propagation was quantified via evalu

Název v anglickém jazyce

Evaluation of Three-Point Bending Fracture Tests of Selected Concrete: Mechanical Fracture and Acoustic Emission Parameters

Popis výsledku anglicky

Authors focus attention on mechanical fracture and acoustic emission (AE) parameters obtained from records of three-point bending fracture tests on concrete specimens with initial notch. Total nine sets of specimens were tested. Three specimens at the age of 28 days were tested in each set. Concrete of each set of specimens was different in dosage of Portland cement CEM I 42.5 R and amount of used superplasticizer which resulted in different water to cement ratio of particular mixtures. The Effective Crack Model (ECM) was used to evaluate the load vs deflection diagrams to obtain modulus of elasticity, effective fracture toughness and specific fracture energy. Modulus of elasticity, tensile strength and specific fracture energy were also subject of identification via inverse analysis based on artificial neural network, which aim is to transfer the input data obtained from the fracture test to the desired material parameters. Resistance to stable and unstable crack propagation was quantified via evalu

Druh

O - Ostatní výsledky

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2016

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů