Helical gear reducer H4 ontactPG P x Kth GMDENThe selected gear unit BSH H4-FH-23-D

Flender/Flender Gear Units/Helical gear reducer H4

Kegelrad. Aachen 2.-3. Ma rz 2. Aachen: Eigendruck des WZLforum gGmbH ( [MARQ9] Marquardt, .: Einankenwa lzprufung Ein Weg zur Lo sung von Gera usch- problemen bei Fahrzeuggetrieben. In: wt-Produktion und Management 8 ( [SCHA9] Schaber, .: Einankenwa lzfehlermessung und schnelle Wa lzprufung in der Serienfertigung. In: Tagungsband zum 1. Seminar Innovation rund umsKegelrad. Aachen 2.-2. Ma rz 1. Aachen: Eigendruck der Aditec gGmbH ( [SMIT8] Smith, ..: What Single Flank Measurement Can Do For You. In: Fall Technical Meeting Washington, DC, 1.-1. Oktober 1 [STAH0] Stahl, .: Flexibilisierung in der Radsatzfertigung fu PKW-Achsgetriebe. In: Tagungsband zum 4. Seminar Innovation rund ums Kegelrad. Aachen 2.-3.Marz 2. Aachen: Eigendruck des WZLforum gGmbH ( [TRAP0] Trapp, .-.: Mess- und Korrekturstrategien fu die CLOSED LOOP- Zahnradfertigung, VDI-Bericht 1 ( [VDI0] Richtlinie VDI/VDE 2 Einanken- und Zweianken-Wa lzprufung an Zylinderra dern, Kegelra dern, Schnecken und Schneckenra dern. Beuth Verlag ( [VOGE0] Vogel, .: Gear-Tooth-Flank and Gear-Tooth-Contact Analysis for Hypoid Gears, Diss. Humboldt-Universita Berlin, Shaker Verlag, Aachen (3 7 Quality Assurance Chapter 8 Dynamics of Machine Tools 8.1 Introduction The static and dynamic compliance behavior of machine tools frequently limit work piece quality as cutting power increases. Work accuracy is determined by devia-tions from specied machining motions between tool and work piece. Thesegeometric and kinematic deviations are caused by static and dynamic forceswhich deect components like slides, machine bed, carriages, spindles, etc. lyingin the force ow from tool to work piece [ QUEI0 ]. Using modern computing methods, it is possible to calculate the static stiffness of machine components in the force ow at the concept phase. However, whenpredicting machine dynamic properties, the damping characteristics of the joiningand coupling points between the individual structural elements are highly uncer