About: The Influence of the Web Initial Shape Curvature upon the Member Stress State in the Crack-Prone Areas     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
  • The behaviour of steel girders is substantially affected by the buckling of the girder web, which for the kind of loading considered, is characterized by a diagonal buckled pattern the width and inclination of which depend on the rigidity of the peripheral elements of the web, i.e. of the flanges and stiffeners. When the loading is quasi-constant, the failure mechanism consists of a diagonal plastic band in the web sheet and a system of more or less developed plastic areas in its boundary elements. Thee problem will be investigated on the girder which has two and four square web panels and is loaded at its mid-span by a point load; hence, the web panels are subjected to combined shear and bending. It is expected shear predominating for short span girder and local shear with global bending for long one. To solve the problem by means of FEA, the program system ANSYS was used. The thin-walled profile geometry was modelled by a four-node shell element which makes it possible to solve physical and geometr
  • The behaviour of steel girders is substantially affected by the buckling of the girder web, which for the kind of loading considered, is characterized by a diagonal buckled pattern the width and inclination of which depend on the rigidity of the peripheral elements of the web, i.e. of the flanges and stiffeners. When the loading is quasi-constant, the failure mechanism consists of a diagonal plastic band in the web sheet and a system of more or less developed plastic areas in its boundary elements. Thee problem will be investigated on the girder which has two and four square web panels and is loaded at its mid-span by a point load; hence, the web panels are subjected to combined shear and bending. It is expected shear predominating for short span girder and local shear with global bending for long one. To solve the problem by means of FEA, the program system ANSYS was used. The thin-walled profile geometry was modelled by a four-node shell element which makes it possible to solve physical and geometr (en)
  • Chování konstrukce sestavené z ocelových tenkostěnných prvků je silně ovlivněno tvarem, který má konstrukce před zahájením zatěžování. Popsaný článek se zabývá vlivem počátečního tvaru zakřivení stojiny na hodnoty napětív oblasti vzniku trhlin. Je provedena numerická studie pomocí programového systému ANSYS metodou konečných prvků. (cs)
Title
  • The Influence of the Web Initial Shape Curvature upon the Member Stress State in the Crack-Prone Areas
  • The Influence of the Web Initial Shape Curvature upon the Member Stress State in the Crack-Prone Areas (en)
  • Vliv tvaru počátečního zakřivení stojiny na napětí v oblasti vzniku trhlin (cs)
skos:prefLabel
  • The Influence of the Web Initial Shape Curvature upon the Member Stress State in the Crack-Prone Areas
  • The Influence of the Web Initial Shape Curvature upon the Member Stress State in the Crack-Prone Areas (en)
  • Vliv tvaru počátečního zakřivení stojiny na napětí v oblasti vzniku trhlin (cs)
skos:notation
  • RIV/00216305:26110/05:PU56205!RIV06-GA0-26110___
http://linked.open.../vavai/riv/strany
  • 918-921
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/03/0233)
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
  • 524865
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/05:PU56205
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Sensitivity analysis, steel, fatigue (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [48D95D43DB9F]
http://linked.open...v/mistoKonaniAkce
  • Barcelona
http://linked.open...i/riv/mistoVydani
  • Barcelona, ES
http://linked.open...i/riv/nazevZdroje
  • Proc. CMCPSE
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
  • Kala, Zdeněk
  • Kala, Jiří
  • Melcher, Jindřich
  • Škaloud, Miroslav
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 3-86130-812-6
http://localhost/t...ganizacniJednotka
  • 26110
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, 48 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software