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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F11%3A00188328%21RIV12-MSM-21110___
rdf:type
n15:Vysledek skos:Concept
dcterms:description
Tensile behavior of fiber reinforced strain hardening cementitious composites (SHCC) is usually characterized by means of direct tensile or bending tests. However, characteristics obtained from these tests are largely influenced by the particular setup of the experiments, such as size of specimen, boundary conditions, method of specimen preparation (casting, sawing), etc. In our previous work [1], we demonstrated that these phenomena can be qualitatively reproduced by the finite element method (FEM) with stochastic fields representing the composite's inhomogeneous mesostructure. In the present work we perform a parametric study to investigate the effects of selected parameters of the numerical model on the SHCC characteristics obtained in virtual tensile tests. The essence of these effects is discussed. Optimum parameters giving the best fit to experimental results for a particular s Tensile behavior of fiber reinforced strain hardening cementitious composites (SHCC) is usually characterized by means of direct tensile or bending tests. However, characteristics obtained from these tests are largely influenced by the particular setup of the experiments, such as size of specimen, boundary conditions, method of specimen preparation (casting, sawing), etc. In our previous work [1], we demonstrated that these phenomena can be qualitatively reproduced by the finite element method (FEM) with stochastic fields representing the composite's inhomogeneous mesostructure. In the present work we perform a parametric study to investigate the effects of selected parameters of the numerical model on the SHCC characteristics obtained in virtual tensile tests. The essence of these effects is discussed. Optimum parameters giving the best fit to experimental results for a particular s
dcterms:title
Simulation of Mechanical Tests on SHCC by FEM with Stochastic Fields Simulation of Mechanical Tests on SHCC by FEM with Stochastic Fields
skos:prefLabel
Simulation of Mechanical Tests on SHCC by FEM with Stochastic Fields Simulation of Mechanical Tests on SHCC by FEM with Stochastic Fields
skos:notation
RIV/68407700:21110/11:00188328!RIV12-MSM-21110___
n15:predkladatel
n16:orjk%3A21110
n4:aktivita
n13:S n13:Z
n4:aktivity
S, Z(MSM6840770003)
n4:dodaniDat
n9:2012
n4:domaciTvurceVysledku
n11:1605658 n11:4100522
n4:druhVysledku
n12:D
n4:duvernostUdaju
n18:S
n4:entitaPredkladatele
n5:predkladatel
n4:idSjednocenehoVysledku
229452
n4:idVysledku
RIV/68407700:21110/11:00188328
n4:jazykVysledku
n7:eng
n4:klicovaSlova
SHCC; multiple cracking; FEM; random fields
n4:klicoveSlovo
n14:SHCC n14:random%20fields n14:multiple%20cracking n14:FEM
n4:kontrolniKodProRIV
[A43DADC94303]
n4:mistoKonaniAkce
Rio de Janeiro
n4:mistoVydani
Bagneux
n4:nazevZdroje
Strain Hardening Cementitious Composites (SHCC2-Rio)
n4:obor
n20:JI
n4:pocetDomacichTvurcuVysledku
2
n4:pocetTvurcuVysledku
2
n4:rokUplatneniVysledku
n9:2011
n4:tvurceVysledku
Kabele, Petr Přinosil, Michal
n4:typAkce
n10:WRD
n4:zahajeniAkce
2011-12-12+01:00
n4:zamer
n8:MSM6840770003
s:numberOfPages
8
n17:hasPublisher
Rilem Publications s.a.r.l.
n22:isbn
978-2-35158-120-9
n19:organizacniJednotka
21110