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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00210279%21RIV15-GA0-21110___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
Development in the field of concrete engineering is increasingly focused on the practical application of high performance concrete (HPC) or ultra- high performance concrete (UHPC) in construction practise. Newly developed kings of concrete are newly using in transport and building structures. The process of hydration of hydraulic binders based on Portland cement doesn´t stop after 28 days, when the test of compressive strength take place, but it´s a long time process that takes for many months. For design we use the values of strength of 28 days. This paper explorers how does the long-term development of compressive strength of HPC runs. The composition of HPC is significantly different from the common concrete lower strength classes. The question of the influence of additives, filler on microsilica based, silica flour to the time development of compressive strength is being explored in this paper. There is also recorded the influence of curing condition of the test specimens to the compressive strength. The age of testing samples starts at a very early ages 1, 3, 7, 21, 28, 45, 90 and 180 days. The strength in uniaxial compression was measured on cubes with dimension 100 mm. Development in the field of concrete engineering is increasingly focused on the practical application of high performance concrete (HPC) or ultra- high performance concrete (UHPC) in construction practise. Newly developed kings of concrete are newly using in transport and building structures. The process of hydration of hydraulic binders based on Portland cement doesn´t stop after 28 days, when the test of compressive strength take place, but it´s a long time process that takes for many months. For design we use the values of strength of 28 days. This paper explorers how does the long-term development of compressive strength of HPC runs. The composition of HPC is significantly different from the common concrete lower strength classes. The question of the influence of additives, filler on microsilica based, silica flour to the time development of compressive strength is being explored in this paper. There is also recorded the influence of curing condition of the test specimens to the compressive strength. The age of testing samples starts at a very early ages 1, 3, 7, 21, 28, 45, 90 and 180 days. The strength in uniaxial compression was measured on cubes with dimension 100 mm.
dcterms:title
Time Progress of Compressive Strength of High Performance Concrete Time Progress of Compressive Strength of High Performance Concrete
skos:prefLabel
Time Progress of Compressive Strength of High Performance Concrete Time Progress of Compressive Strength of High Performance Concrete
skos:notation
RIV/68407700:21110/14:00210279!RIV15-GA0-21110___
n3:aktivita
n15:P
n3:aktivity
P(GAP104/12/0791)
n3:dodaniDat
n8:2015
n3:domaciTvurceVysledku
n4:5892317 n4:3198588 n4:5837200 n4:4983343
n3:druhVysledku
n11:D
n3:duvernostUdaju
n17:S
n3:entitaPredkladatele
n16:predkladatel
n3:idSjednocenehoVysledku
50550
n3:idVysledku
RIV/68407700:21110/14:00210279
n3:jazykVysledku
n20:eng
n3:klicovaSlova
HPC; Compressive Strength; Time Progress
n3:klicoveSlovo
n9:HPC n9:Time%20Progress n9:Compressive%20Strength
n3:kontrolniKodProRIV
[19E23A25A042]
n3:mistoKonaniAkce
Litoměřice
n3:mistoVydani
Uetikon-Zurich
n3:nazevZdroje
Experimental Stress Analysis 51
n3:obor
n21:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n7:GAP104%2F12%2F0791
n3:rokUplatneniVysledku
n8:2014
n3:tvurceVysledku
Keppert, Martin Vogel, Filip Holčapek, Ondřej Vavřiník, Tomáš
n3:typAkce
n22:EUR
n3:wos
000335709900032
n3:zahajeniAkce
2013-06-11+02:00
s:issn
1660-9336
s:numberOfPages
6
n6:doi
10.4028/www.scientific.net/AMM.486.167
n19:hasPublisher
Trans Tech Publications
n10:isbn
978-3-03785-977-3
n14:organizacniJednotka
21110