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Statements

Subject Item
n2:RIV%2F68081723%3A_____%2F09%3A00332526%21RIV10-AV0-68081723
rdf:type
n12:Vysledek skos:Concept
dcterms:description
This paper introduces the basic fracture mechanics parameters of advanced building material – glass fibres rein-forced cement based composite and its fracture and fatigue behaviour is investigated. To this aim three–point bend (3PB) specimens with starting notch were prepared and tested under static (l–d diagram) and cyclic loading (Paris law and Wöhler curve). To evaluate the results, the finite element method was used for estimation of the corresponding values of stress intensity factor for the 3PB specimen used. The results obtained are compared with literature data. This paper introduces the basic fracture mechanics parameters of advanced building material – glass fibres rein-forced cement based composite and its fracture and fatigue behaviour is investigated. To this aim three–point bend (3PB) specimens with starting notch were prepared and tested under static (l–d diagram) and cyclic loading (Paris law and Wöhler curve). To evaluate the results, the finite element method was used for estimation of the corresponding values of stress intensity factor for the 3PB specimen used. The results obtained are compared with literature data.
dcterms:title
Glass fibre reinforced cement based composite: fatigue and fracture parameters Glass fibre reinforced cement based composite: fatigue and fracture parameters
skos:prefLabel
Glass fibre reinforced cement based composite: fatigue and fracture parameters Glass fibre reinforced cement based composite: fatigue and fracture parameters
skos:notation
RIV/68081723:_____/09:00332526!RIV10-AV0-68081723
n4:aktivita
n16:Z n16:P
n4:aktivity
P(GA103/08/0963), Z(AV0Z20410507)
n4:dodaniDat
n9:2010
n4:domaciTvurceVysledku
n10:1161415 n10:5640423
n4:druhVysledku
n5:O
n4:duvernostUdaju
n11:S
n4:entitaPredkladatele
n13:predkladatel
n4:idSjednocenehoVysledku
316443
n4:idVysledku
RIV/68081723:_____/09:00332526
n4:jazykVysledku
n15:eng
n4:klicovaSlova
cement based composite; glass fibre; effective fracture toughness; Paris law; S–N curve
n4:klicoveSlovo
n8:glass%20fibre n8:cement%20based%20composite n8:effective%20fracture%20toughness n8:Paris%20law n8:S%E2%80%93N%20curve
n4:kontrolniKodProRIV
[DC51A93F209F]
n4:obor
n7:JL
n4:pocetDomacichTvurcuVysledku
2
n4:pocetTvurcuVysledku
4
n4:projekt
n14:GA103%2F08%2F0963
n4:rokUplatneniVysledku
n9:2009
n4:tvurceVysledku
Knésl, Zdeněk Bílek, V. Seitl, Stanislav Keršner, Z.
n4:zamer
n17:AV0Z20410507