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Statements

Subject Item

n2:RIV%2F00216305%3A26110%2F13%3APU105534%21RIV14-MSM-26110___

rdf:type

skos:Concept n15: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 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 %22softening function%22 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 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 %22softening function%22 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 for the evaluation of fracture tests on concrete specimens with and without polypropylene fibres Effect of softening function type in the double-K fracture model for the evaluation of fracture tests on concrete specimens with and without polypropylene fibres

skos:prefLabel

Effect of softening function type in the double-K fracture model for the evaluation of fracture tests on concrete specimens with and without polypropylene fibres Effect of softening function type in the double-K fracture model for the evaluation of fracture tests on concrete specimens with and without polypropylene fibres

skos:notation

RIV/00216305:26110/13:PU105534!RIV14-MSM-26110___

n15:predkladatel

n18:orjk%3A26110

n3:aktivita

n6:S

n3:aktivity

S

n3:dodaniDat

n5:2014

n3:domaciTvurceVysledku

n8:8986088 n8:6701795 Majtánová, Romana Viktória n8:9160396 n8:2646919 n8:1315196

n3:druhVysledku

n19:D

n3:duvernostUdaju

n10:S

n3:entitaPredkladatele

n17:predkladatel

n3:idSjednocenehoVysledku

71742

n3:idVysledku

RIV/00216305:26110/13:PU105534

n3:jazykVysledku

n16:eng

n3:klicovaSlova

Double-K fracture model, softening function, concrete, polypropylene fibre, fracture test

n3:klicoveSlovo

n4:concrete n4:fracture%20test n4:softening%20function n4:polypropylene%20fibre n4:Double-K%20fracture%20model

n3:kontrolniKodProRIV

[13E2185E1343]

n3:mistoKonaniAkce

Svratka

n3:mistoVydani

Svratka, Česká republika

n3:nazevZdroje

Engineering Mechanics 2013

n3:obor

n21:JM

n3:pocetDomacichTvurcuVysledku

6

n3:pocetTvurcuVysledku

6

n3:rokUplatneniVysledku

n5:2013

n3:tvurceVysledku

Pail, Tomáš Havlíková, Ivana Šimonová, Hana Keršner, Zbyněk Navrátilová, Eva Majtánová, Romana Viktória

n3:typAkce

n9:EUR

n3:zahajeniAkce

2013-05-13+02:00

s:numberOfPages

8

n20:hasPublisher

Neuveden

n14:isbn

978-80-87012-47-5

n12:organizacniJednotka

26110