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  • The contribution deals with an experimental identification of the cohesive strength of two materials connection by means of a torsion test. The aim of this work is to find such a way of cohesion strength measuring that is independent on dimensions of the specimen. The specimen made of a cylindrical steel bar with one end cast in epoxy resin has been developed. The first idea was to test specimen made of steel and rubber but technological and financial requirements made us to use epoxy resin instead of rubber. The variable specimen parameters are the connection length and diameter of the steel bar. By comparing the measurement results of specimens with various dimensions we were to prove the independence of the adhesive strength on dimensions of specimen but it failed, probably due to the high elastic modulus of resin. According to computational modeling the stress distribution along the connection length is not constant and the difference between extreme shear stress along the connection length incr
  • The contribution deals with an experimental identification of the cohesive strength of two materials connection by means of a torsion test. The aim of this work is to find such a way of cohesion strength measuring that is independent on dimensions of the specimen. The specimen made of a cylindrical steel bar with one end cast in epoxy resin has been developed. The first idea was to test specimen made of steel and rubber but technological and financial requirements made us to use epoxy resin instead of rubber. The variable specimen parameters are the connection length and diameter of the steel bar. By comparing the measurement results of specimens with various dimensions we were to prove the independence of the adhesive strength on dimensions of specimen but it failed, probably due to the high elastic modulus of resin. According to computational modeling the stress distribution along the connection length is not constant and the difference between extreme shear stress along the connection length incr (en)
  • The contribution deals with an experimental identification of the cohesive strength of two materials connection by means of a torsion test. The aim of this work is to find such a way of cohesion strength measuring that is independent on dimensions of the specimen. The specimen made of a cylindrical steel bar with one end cast in epoxy resin has been developed. The first idea was to test specimen made of steel and rubber but technological and financial requirements made us to use epoxy resin instead of rubber. The variable specimen parameters are the connection length and diameter of the steel bar. By comparing the measurement results of specimens with various dimensions we were to prove the independence of the adhesive strength on dimensions of specimen but it failed, probably due to the high elastic modulus of resin. According to computational modeling the stress distribution along the connection length is not constant and the difference between extreme shear stress along the connection length incr (cs)
Title
  • POSOUZENÍ MOŽNOSTI URČOVÁNÍ KOHEZNÍ PEVNOSTI ZKOUŠKOU V KRUTU
  • POSOUZENÍ MOŽNOSTI URČOVÁNÍ KOHEZNÍ PEVNOSTI ZKOUŠKOU V KRUTU (cs)
  • POSSIBILITY OF ADHESIVE STRENGTH EVALUATION BY TORSION TEST (en)
skos:prefLabel
  • POSOUZENÍ MOŽNOSTI URČOVÁNÍ KOHEZNÍ PEVNOSTI ZKOUŠKOU V KRUTU
  • POSOUZENÍ MOŽNOSTI URČOVÁNÍ KOHEZNÍ PEVNOSTI ZKOUŠKOU V KRUTU (cs)
  • POSSIBILITY OF ADHESIVE STRENGTH EVALUATION BY TORSION TEST (en)
skos:notation
  • RIV/00216305:26210/02:PU34531!RIV11-MSM-26210___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • N, V, Z(MSM 262100001)
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
  • 659054
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26210/02:PU34531
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Torsion test, cohesive strength, finite element method (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [623ACBE439E9]
http://linked.open...v/mistoKonaniAkce
  • Praha
http://linked.open...i/riv/mistoVydani
  • Prague, CZ
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the 40th International Conference Experimental Stress Analysis 2002
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Burša, Jiří
  • Černý, Vladimír
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Ústav teoretické a aplikované mechaniky AV ČR
https://schema.org/isbn
  • 80-01-02547-0
http://localhost/t...ganizacniJednotka
  • 26210
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