About: Analysis of the failure mode of FRC beams loaded axially and transversally     Goto   Sponge   NotDistinct   Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

AttributesValues
rdf:type
Description
  • Within the innovation process a prestressed pier of noise barrier was designed instead of conventional reinforced concrete one. Results of full-scale tests of piers are analysed in the paper. Arrangement of the test set-up is discussed and its consequences on the failure mode of tested element. Values of load at cracking and ultimate loads are compared for reinforced concrete piers, prestressed piers from SFRC (steel fibre reinforced concrete) and from fibre reinforced concrete with synthetic fibres and prestressed piers from common concrete without fibres. Full scale tests and their analysis showed that prestressed piers have higher load-bearing capacity, enhanced durability and they are more economic than common reinforced concrete pier.
  • Within the innovation process a prestressed pier of noise barrier was designed instead of conventional reinforced concrete one. Results of full-scale tests of piers are analysed in the paper. Arrangement of the test set-up is discussed and its consequences on the failure mode of tested element. Values of load at cracking and ultimate loads are compared for reinforced concrete piers, prestressed piers from SFRC (steel fibre reinforced concrete) and from fibre reinforced concrete with synthetic fibres and prestressed piers from common concrete without fibres. Full scale tests and their analysis showed that prestressed piers have higher load-bearing capacity, enhanced durability and they are more economic than common reinforced concrete pier. (en)
Title
  • Analysis of the failure mode of FRC beams loaded axially and transversally
  • Analysis of the failure mode of FRC beams loaded axially and transversally (en)
skos:prefLabel
  • Analysis of the failure mode of FRC beams loaded axially and transversally
  • Analysis of the failure mode of FRC beams loaded axially and transversally (en)
skos:notation
  • RIV/68407700:21110/13:00207324!RIV14-MSM-21110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(FR-TI2/496), S
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
  • 60680
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/13:00207324
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Fibre-Reinforced-Concrete; full-scale testing; prestressed element; pier of noise barrier (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [B022FC528995]
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
  • Broukalová, Iva
  • Krátký, Jiří
http://localhost/t...ganizacniJednotka
  • 21110
Faceted Search & Find service v1.16.118 as of Jun 21 2024


Alternative Linked Data Documents: ODE     Content Formats:   [cxml] [csv]     RDF   [text] [turtle] [ld+json] [rdf+json] [rdf+xml]     ODATA   [atom+xml] [odata+json]     Microdata   [microdata+json] [html]    About   
This material is Open Knowledge   W3C Semantic Web Technology [RDF Data] Valid XHTML + RDFa
OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 58 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software