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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F14%3APU111526%21RIV15-MSM-26110___
rdf:type
skos:Concept n12:Vysledek
dcterms:description
Cement-based composites are traditionally a commonly used material in civil engineering structures. The basic representative of this type of material is concrete, a quasi-brittle composite in which crack resistance can be achieved by the addition of fibres. The double-K fracture model can be used to calculate the fracture-mechanical parameter values of structural concrete with and without polypropylene fibres. This model combines the concept of cohesive forces acting on the crack length with a criterion based on the stress intensity factor, using a 'softening function' to determine the cohesive part of fracture toughness. In this paper, authors determine the effect of the type of this softening function on the evaluation of fracture tests performed on sets of concrete specimens with and without polypropylene fibres. Cement-based composites are traditionally a commonly used material in civil engineering structures. The basic representative of this type of material is concrete, a quasi-brittle composite in which crack resistance can be achieved by the addition of fibres. The double-K fracture model can be used to calculate the fracture-mechanical parameter values of structural concrete with and without polypropylene fibres. This model combines the concept of cohesive forces acting on the crack length with a criterion based on the stress intensity factor, using a 'softening function' to determine the cohesive part of fracture toughness. In this paper, authors determine the effect of the type of this softening function on the evaluation of fracture tests performed on sets of concrete specimens with and without polypropylene fibres.
dcterms:title
Effect of Softening Function Type in the Double-K Fracture Model: Concrete Specimens with and without Fibres Effect of Softening Function Type in the Double-K Fracture Model: Concrete Specimens with and without Fibres
skos:prefLabel
Effect of Softening Function Type in the Double-K Fracture Model: Concrete Specimens with and without Fibres Effect of Softening Function Type in the Double-K Fracture Model: Concrete Specimens with and without Fibres
skos:notation
RIV/00216305:26110/14:PU111526!RIV15-MSM-26110___
n5:aktivita
n17:S
n5:aktivity
S
n5:cisloPeriodika
2
n5:dodaniDat
n6:2015
n5:domaciTvurceVysledku
Majtánová, Romana Viktória n11:6701795 n11:8986088 n11:2646919 n11:1315196 n11:9160396
n5:druhVysledku
n15:J
n5:duvernostUdaju
n7:S
n5:entitaPredkladatele
n9:predkladatel
n5:idSjednocenehoVysledku
13502
n5:idVysledku
RIV/00216305:26110/14:PU111526
n5:jazykVysledku
n14:eng
n5:klicovaSlova
double-K fracture model, softening function, concrete, polypropylene fibre, fracture test
n5:klicoveSlovo
n8:double-K%20fracture%20model n8:polypropylene%20fibre n8:concrete n8:fracture%20test n8:softening%20function
n5:kodStatuVydavatele
CZ - Česká republika
n5:kontrolniKodProRIV
[0FCCC61D15CC]
n5:nazevZdroje
Engineering Mechanics
n5:obor
n13:JM
n5:pocetDomacichTvurcuVysledku
6
n5:pocetTvurcuVysledku
6
n5:rokUplatneniVysledku
n6:2014
n5:svazekPeriodika
21
n5:tvurceVysledku
Majtánová, Romana Viktória Šimonová, Hana Navrátilová, Eva Keršner, Zbyněk Havlíková, Ivana Pail, Tomáš
s:issn
1802-1484
s:numberOfPages
9
n16:organizacniJednotka
26110