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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F12%3A00198182%21RIV13-MPO-21110___
rdf:type
skos:Concept n10:Vysledek
dcterms:description
Reinforcement of thick - usually foundation - slabs is designed to satisfy the two criteria: 1. Ultimate limit state and 2. Serviceability limit state, the crack width in particular. The paper is focused on the design of reinforcement limiting the crack width. The shrinkage development of concrete is described as a main reason for reinforcement. The minimum reinforcement according to Eurocode 2 is briefly discussed. Reinforcement of thick - usually foundation - slabs is designed to satisfy the two criteria: 1. Ultimate limit state and 2. Serviceability limit state, the crack width in particular. The paper is focused on the design of reinforcement limiting the crack width. The shrinkage development of concrete is described as a main reason for reinforcement. The minimum reinforcement according to Eurocode 2 is briefly discussed.
dcterms:title
Reinforcement of Concrete Slabs on Shrinkage Effects Reinforcement of Concrete Slabs on Shrinkage Effects
skos:prefLabel
Reinforcement of Concrete Slabs on Shrinkage Effects Reinforcement of Concrete Slabs on Shrinkage Effects
skos:notation
RIV/68407700:21110/12:00198182!RIV13-MPO-21110___
n10:predkladatel
n11:orjk%3A21110
n3:aktivita
n6:P
n3:aktivity
P(FR-TI3/531)
n3:dodaniDat
n9:2013
n3:domaciTvurceVysledku
n4:7244452
n3:druhVysledku
n18:O
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n16:predkladatel
n3:idSjednocenehoVysledku
164728
n3:idVysledku
RIV/68407700:21110/12:00198182
n3:jazykVysledku
n17:eng
n3:klicovaSlova
concrete; cracking; reinforcement; shrinkage; temperature
n3:klicoveSlovo
n7:cracking n7:concrete n7:temperature n7:reinforcement n7:shrinkage
n3:kontrolniKodProRIV
[E805A9D59A66]
n3:obor
n15:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n8:FR-TI3%2F531
n3:rokUplatneniVysledku
n9:2012
n3:tvurceVysledku
Vítek, Jan
n12:organizacniJednotka
21110