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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F14%3APU109664%21RIV15-GA0-26110___
rdf:type
skos:Concept n19:Vysledek
dcterms:description
Mechanical fracture parameters obtained from three-point bending tests on concrete specimens with a central edge notch are presented in this paper within the project of the Grant Agency of the Czech Republic %22Assessment and Prediction of the Concrete Cover Layers Durability%22. A total of four sets of specimens were tested. The concrete used in each set differed in cement dosage, which ranged from 250 to 455 kg per m3 of fresh concrete. Three specimens in each set were tested at the age of 28 days. Increasing the dosage of cement influences the mechanical fracture properties of concretes in both positive and negative ways. Mechanical fracture parameters obtained from three-point bending tests on concrete specimens with a central edge notch are presented in this paper within the project of the Grant Agency of the Czech Republic %22Assessment and Prediction of the Concrete Cover Layers Durability%22. A total of four sets of specimens were tested. The concrete used in each set differed in cement dosage, which ranged from 250 to 455 kg per m3 of fresh concrete. Three specimens in each set were tested at the age of 28 days. Increasing the dosage of cement influences the mechanical fracture properties of concretes in both positive and negative ways.
dcterms:title
Study of Influence of Cement Dosage on Mechanical Fracture Parameters of Selected Concretes Study of Influence of Cement Dosage on Mechanical Fracture Parameters of Selected Concretes
skos:prefLabel
Study of Influence of Cement Dosage on Mechanical Fracture Parameters of Selected Concretes Study of Influence of Cement Dosage on Mechanical Fracture Parameters of Selected Concretes
skos:notation
RIV/00216305:26110/14:PU109664!RIV15-GA0-26110___
n3:aktivita
n10:P
n3:aktivity
P(GA13-18870S)
n3:dodaniDat
n15:2015
n3:domaciTvurceVysledku
n12:7348657 n12:3873552 n12:2646919 n12:9160396 n12:1315196 n12:5979048
n3:druhVysledku
n16:D
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n21:predkladatel
n3:idSjednocenehoVysledku
48287
n3:idVysledku
RIV/00216305:26110/14:PU109664
n3:jazykVysledku
n14:eng
n3:klicovaSlova
concrete, cement dosage, mechanical fracture parameters, three point bending fracture test, double-K fracture model, identification, artificial neural network, inverse analysis method
n3:klicoveSlovo
n8:identification n8:double-K%20fracture%20model n8:three%20point%20bending%20fracture%20test n8:concrete n8:mechanical%20fracture%20parameters n8:inverse%20analysis%20method n8:artificial%20neural%20network n8:cement%20dosage
n3:kontrolniKodProRIV
[69BE1FF9AB99]
n3:mistoKonaniAkce
Donovaly
n3:mistoVydani
Žilina
n3:nazevZdroje
Proc. of the 6 th Int. Conf. on Dynamics of Civil Engineering and Transport Structures and Wind Engineering.
n3:obor
n17:JM
n3:pocetDomacichTvurcuVysledku
6
n3:pocetTvurcuVysledku
6
n3:projekt
n11:GA13-18870S
n3:rokUplatneniVysledku
n15:2014
n3:tvurceVysledku
Lehký, David Daněk, Petr Keršner, Zbyněk Havlíková, Ivana Šimonová, Hana Kucharczyková, Barbara
n3:typAkce
n7:WRD
n3:zahajeniAkce
2014-05-26+02:00
s:numberOfPages
6
n5:hasPublisher
EDIS publishing house University of Zilina
n18:isbn
978-80-554-0844-6
n20:organizacniJednotka
26110