Sentence examples for flanges made of from inspiring English sources
Now the supporting flanges made of G10 has been used in BEPCII supporting the BESIII beam pipe.
The objective of the present study was to evaluate the biotribological behaviour, in terms of wear and particle release, of bushings and flanges made of carbon fibre reinforced poly-ether-ether-ketone (CFR-PEEK) in articulation with a zirconium nitride (ZrN) multilayer surface coating in a rotating hinge knee system.
For the bushings and flanges made of CFR-PEEK subjected to wear simulation, the volumetric wear rates were 2.3 ± 0.48 millionlion−1 cycles in articulation to cobalt chromium as reference and 0.21 ± 0.02 millionlion−1 cycles in the coupling with ZrN, a 10.9-fold decrease.
The axes are embedded in bushings and flanges made of PEEK-Optima LT1 (Invibio Ltd., Thornton-Cleveleys, UK) with a carbon-fiber reinforcement containing 30% polyacrylonitrile- (PAN-) based carbon fibers (CFR-PEEK LT1 CA 30) firstly used as a bearing articulation in TKA in order to minimize wear and creep [ 17, 19].
Usually, the flanges are made of high strength steel (HSS) like S690 and the web of a lower grade say S355 but combinations like S460 and S355 are also used.
The increased hardness and reduced surface roughness of the flanges make this technology suitable for manufacturing linear guide rails.
Two of these modules provide an optical access to the fluid by means of flanges and tubes made of glass.
That is, the greater F yk of the steel section and the smaller f ck and b eff of the concrete flange made the depth D p of the plastic neutral axis greater, which, in turn, resulted in increasing the contribution of the concrete flange to M d.
The study reveals comparable low wear and no macroscopic surface fatigue in a new rotating hinge knee design with highly congruent flanges and axles bushings made of CFR-PEEK articulating to a ZrN multilayer surface coating.
Therefore this research was aimed at developing fire design rules for the new LSF floor systems made of hollow flange channel (HFC) section joists.
An experimental investigation into the shear performance of a recently developed hybrid section constructed from a glass fibre reinforced polymer (GFRP) hollow box section with an ultra-high performance concrete (UHPC) flange and a bottom sheet made of steel fibre reinforced polymer (SFRP) or carbon fibre reinforced polymer (CFRP) is presented.
