. "P(1M0568)" . "Porovn\u00E1n\u00ED v\u00FDsledk\u016F pevnostn\u00EDch v\u00FDpo\u010Dt\u016F ozuben\u00FDch soukol\u00ED podle norem ISO a DIN"@cs . "RIV/61989100:27230/07:00014733" . "HCR gearing, which is characterized by a transverse ratio 2, must be dimensioned by the method B of cited standards. The most frequently used methods C or D assume that a gearing has mostly standard profile with a transverse ratio < 2. The comparison of bending stresses calculated by both methods for standard and HCR gearing is made in this contribution"@en . "442425" . "1-12" . "12"^^ . "TEMAG 2007" . . "1"^^ . "Biblioteka TEMAG" . "[9178759A7972]" . "Porovn\u00E1n\u00ED v\u00FDsledk\u016F pevnostn\u00EDch v\u00FDpo\u010Dt\u016F ozuben\u00FDch soukol\u00ED podle norem ISO a DIN"@cs . . . . "Porovn\u00E1n\u00ED v\u00FDsledk\u016F pevnostn\u00EDch v\u00FDpo\u010Dt\u016F ozuben\u00FDch soukol\u00ED podle norem ISO a DIN" . "Porovn\u00E1n\u00ED v\u00FDsledk\u016F pevnostn\u00EDch v\u00FDpo\u010Dt\u016F ozuben\u00FDch soukol\u00ED podle norem ISO a DIN" . . . . "Moravec, Vladim\u00EDr" . "Soukol\u00ED HCR, kter\u00E9 se vyzna\u010Duje trv\u00E1n\u00EDm z\u00E1b\u011Bru profilu 2, je nutno dimenzovat podle metody B citovan\u00FDch norem. Nej\u010Dast\u011Bj\u0161\u00ED u\u017E\u00EDvan\u00E1 metoda C resp. D p\u0159edpokl\u00E1d\u00E1, \u017Ee soukol\u00ED m\u00E1 v\u011Bt\u0161inou standardn\u00ED z\u00E1kladn\u00ED profil s trv\u00E1n\u00EDm z\u00E1b\u011Bru 2. V p\u0159\u00EDsp\u011Bvku je provedeno porovn\u00E1n\u00ED ohybov\u00FDch nap\u011Bt\u00ED vypo\u010Dten\u00FDch ob\u011Bma metodami u soukol\u00ED se standardn\u00EDm z\u00E1kladn\u00EDm profilem i u soukol\u00ED HCR" . . "COMPARISON OF GEARING LOADING CAPACITY CALCULATIONS BY ISO AND DIN STANDARDS"@en . "1"^^ . "Gliwice" . . "978-83-917265-6-3" . . "HCR gearing"@en . "RIV/61989100:27230/07:00014733!RIV08-MSM-27230___" . "COMPARISON OF GEARING LOADING CAPACITY CALCULATIONS BY ISO AND DIN STANDARDS"@en . "27230" . "Soukol\u00ED HCR, kter\u00E9 se vyzna\u010Duje trv\u00E1n\u00EDm z\u00E1b\u011Bru profilu 2, je nutno dimenzovat podle metody B citovan\u00FDch norem. Nej\u010Dast\u011Bj\u0161\u00ED u\u017E\u00EDvan\u00E1 metoda C resp. D p\u0159edpokl\u00E1d\u00E1, \u017Ee soukol\u00ED m\u00E1 v\u011Bt\u0161inou standardn\u00ED z\u00E1kladn\u00ED profil s trv\u00E1n\u00EDm z\u00E1b\u011Bru 2. V p\u0159\u00EDsp\u011Bvku je provedeno porovn\u00E1n\u00ED ohybov\u00FDch nap\u011Bt\u00ED vypo\u010Dten\u00FDch ob\u011Bma metodami u soukol\u00ED se standardn\u00EDm z\u00E1kladn\u00EDm profilem i u soukol\u00ED HCR"@cs . . .