| Attributes | Values |
|---|
| rdf:type
| |
| Description
| - Within the solution of this research project SGS14/171/OHK1/2T/31 mechanical tests of samples of textile glass reinforcement were performed in the Klokner Institute. These tests will be used for the determination of modulus elasticity of textile glass reinforcement and the determination of maximal stress at samples. Both mentioned quantities are necessary for the further modelling of structures and for the design of elements made from TRC (textile reinforced concrete). In total 12 samples made from one piece of 2D net (product of V. FRAAS, GmbH, Germany) were tested. The textile glass AR-glass reinforcement (alkali - resistant glass) with fineness 2400 TEX [g/km] that is commonly supplied in size of 1 x 2 m was tested. First the 6 samples were prepared in direction of warp (direction of the load-bearing reinforcement) and then remaining 6 samples were made from the transverse direction (weft direction). These samples were loaded by s constant force increase up to the collapse. Then the modulus of elasticity of textile glass reinforcement and stress at strength limit were determined from the monitored data.
- Within the solution of this research project SGS14/171/OHK1/2T/31 mechanical tests of samples of textile glass reinforcement were performed in the Klokner Institute. These tests will be used for the determination of modulus elasticity of textile glass reinforcement and the determination of maximal stress at samples. Both mentioned quantities are necessary for the further modelling of structures and for the design of elements made from TRC (textile reinforced concrete). In total 12 samples made from one piece of 2D net (product of V. FRAAS, GmbH, Germany) were tested. The textile glass AR-glass reinforcement (alkali - resistant glass) with fineness 2400 TEX [g/km] that is commonly supplied in size of 1 x 2 m was tested. First the 6 samples were prepared in direction of warp (direction of the load-bearing reinforcement) and then remaining 6 samples were made from the transverse direction (weft direction). These samples were loaded by s constant force increase up to the collapse. Then the modulus of elasticity of textile glass reinforcement and stress at strength limit were determined from the monitored data. (en)
- Within the solution of this research project SGS14/171/OHK1/2T/31 mechanical tests of samples of textile glass reinforcement were performed in the Klokner Institute. These tests will be used for the determination of modulus elasticity of textile glass reinforcement and the determination of maximal stress at samples. Both mentioned quantities are necessary for the further modelling of structures and for the design of elements made from TRC (textile reinforced concrete). In total 12 samples made from one piece of 2D net (product of V. FRAAS, GmbH, Germany) were tested. The textile glass AR-glass reinforcement (alkali - resistant glass) with fineness 2400 TEX [g/km] that is commonly supplied in size of 1 x 2 m was tested. First the 6 samples were prepared in direction of warp (direction of the load-bearing reinforcement) and then remaining 6 samples were made from the transverse direction (weft direction). These samples were loaded by s constant force increase up to the collapse. Then the modulus of elasticity of textile glass reinforcement and stress at strength limit were determined from the monitored data. (cs)
|
| Title
| - STANOVENÍ MECHANICKÝCH VLASTNOSTI TEXTILNÍ SKLENĚNÉ VÝZTUŽE
- STANOVENÍ MECHANICKÝCH VLASTNOSTI TEXTILNÍ SKLENĚNÉ VÝZTUŽE (cs)
- Determination of Mechanical Properties of Textile Glass Reinforcement (en)
|
| skos:prefLabel
| - STANOVENÍ MECHANICKÝCH VLASTNOSTI TEXTILNÍ SKLENĚNÉ VÝZTUŽE
- STANOVENÍ MECHANICKÝCH VLASTNOSTI TEXTILNÍ SKLENĚNÉ VÝZTUŽE (cs)
- Determination of Mechanical Properties of Textile Glass Reinforcement (en)
|
| skos:notation
| - RIV/68407700:21610/14:00218297!RIV15-MSM-21610___
|
| http://linked.open...avai/riv/aktivita
| |
| http://linked.open...avai/riv/aktivity
| |
| http://linked.open...vai/riv/dodaniDat
| |
| http://linked.open...aciTvurceVysledku
| |
| http://linked.open.../riv/druhVysledku
| |
| http://linked.open...iv/duvernostUdaju
| |
| http://linked.open...titaPredkladatele
| |
| http://linked.open...dnocenehoVysledku
| |
| http://linked.open...ai/riv/idVysledku
| - RIV/68407700:21610/14:00218297
|
| http://linked.open...riv/jazykVysledku
| |
| http://linked.open.../riv/klicovaSlova
| - Textile Glass Reinforcement; Mechanical Properties; AR-glass; Weft Direction; Warp Direction (en)
|
| http://linked.open.../riv/klicoveSlovo
| |
| http://linked.open...ontrolniKodProRIV
| |
| http://linked.open...v/mistoKonaniAkce
| |
| http://linked.open...i/riv/mistoVydani
| |
| http://linked.open...i/riv/nazevZdroje
| - Ekologie a nové stavební hmoty a výrobky ICEBMP 2014
|
| http://linked.open...in/vavai/riv/obor
| |
| http://linked.open...ichTvurcuVysledku
| |
| http://linked.open...cetTvurcuVysledku
| |
| http://linked.open...vavai/riv/projekt
| |
| http://linked.open...UplatneniVysledku
| |
| http://linked.open...iv/tvurceVysledku
| - Kostelecká, Michaela
- Vokáč, Miroslav
- Bouška, Petr
- Bittner, Tomáš
- Rydval, Milan
|
| http://linked.open...vavai/riv/typAkce
| |
| http://linked.open.../riv/zahajeniAkce
| |
| number of pages
| |
| http://purl.org/ne...btex#hasPublisher
| - VUSTAH - Výzkumný ústav stavebních hmot
|
| https://schema.org/isbn
| |
| http://localhost/t...ganizacniJednotka
| |
![[RDF Data]](/fct/images/sw-rdf-blue.png)
![[cxml]](/fct/images/cxml_doc.png)
![[csv]](/fct/images/csv_doc.png)
![[text]](/fct/images/ntriples_doc.png)
![[turtle]](/fct/images/n3turtle_doc.png)
![[ld+json]](/fct/images/jsonld_doc.png)
![[rdf+json]](/fct/images/json_doc.png)
![[rdf+xml]](/fct/images/xml_doc.png)
![[atom+xml]](/fct/images/atom_doc.png)
![[html]](/fct/images/html_doc.png)