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Statements

Subject Item
n2:RIV%2F68378297%3A_____%2F04%3A00024281%21RIV06-AV0-68378297
rdf:type
n9:Vysledek skos:Concept
dcterms:description
Článek se zabývá studiem materiálových charakteristik pískovce a travertinu ve vztahu k aplikacím ve stavebnictví. Modul pružnosti v tlaku a tlaková pevnost byla zjišťována jednoosým zatěžováním tlakem a porovnána s mechanickými vlastnostmi, určeným obvyklou tříbodovou ohybovou zkouškou. Informace byla doplněna studiem krystalové struktury pomocí mikroanalýzy vícekanálovým spektrometrem EDAX. Sandstone and travertine are sedimentary rocks. The former is clastic, while the latter is sourced by chemical precipitation from hot springs. Their applications in civil engineering structures are mostly influenced by the ability to carry compression loading. A three joint bending experiment is usually used to determine material characteristics. However it does not correspond very well to applications in structures. For this reason we used a uniaxial compression test to obtain the modulus of elasticity and the stress-strain diagram. To obtain detailed information about the crystalline structure of sandstone and travertine a microscopic analysis was carried out, using optical microscopy and an EDAX multi channel spectrometer for elementary microanalysis. Sandstone and travertine are sedimentary rocks. The former is clastic, while the latter is sourced by chemical precipitation from hot springs. Their applications in civil engineering structures are mostly influenced by the ability to carry compression loading. A three joint bending experiment is usually used to determine material characteristics. However it does not correspond very well to applications in structures. For this reason we used a uniaxial compression test to obtain the modulus of elasticity and the stress-strain diagram. To obtain detailed information about the crystalline structure of sandstone and travertine a microscopic analysis was carried out, using optical microscopy and an EDAX multi channel spectrometer for elementary microanalysis.
dcterms:title
Experimental analysis of sandstone and travertine Experimentální analýza pískovce a travertinu Experimental analysis of sandstone and travertine
skos:prefLabel
Experimental analysis of sandstone and travertine Experimental analysis of sandstone and travertine Experimentální analýza pískovce a travertinu
skos:notation
RIV/68378297:_____/04:00024281!RIV06-AV0-68378297
n3:strany
89;92
n3:aktivita
n17:Z
n3:aktivity
Z(AV0Z2071913)
n3:cisloPeriodika
5-6
n3:dodaniDat
n14:2006
n3:domaciTvurceVysledku
n15:1651390
n3:druhVysledku
n13:J
n3:duvernostUdaju
n16:S
n3:entitaPredkladatele
n12:predkladatel
n3:idSjednocenehoVysledku
563660
n3:idVysledku
RIV/68378297:_____/04:00024281
n3:jazykVysledku
n7:eng
n3:klicovaSlova
sandstone; travertine; EDAX point analysis
n3:klicoveSlovo
n11:sandstone n11:EDAX%20point%20analysis n11:travertine
n3:kodStatuVydavatele
CZ - Česká republika
n3:kontrolniKodProRIV
[3B265BA82BCB]
n3:nazevZdroje
Acta polytechnica
n3:obor
n8:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
4
n3:rokUplatneniVysledku
n14:2004
n3:svazekPeriodika
44
n3:tvurceVysledku
Konvalinka, P. Drdácký, Miloš Doležel, T. Kopecký, L.
n3:zamer
n4:AV0Z2071913
s:issn
1210-2709
s:numberOfPages
4