Matches in UGent Biblio for { <https://biblio.ugent.be/publication/352444#aggregation> ?p ?o. }
Showing items 1 to 35 of
35
with 100 items per page.
- aggregation classification "A1".
- aggregation creator B155355.
- aggregation creator B155356.
- aggregation creator B155357.
- aggregation creator person.
- aggregation creator person.
- aggregation creator person.
- aggregation creator person.
- aggregation date "2006".
- aggregation hasFormat 352444.bibtex.
- aggregation hasFormat 352444.csv.
- aggregation hasFormat 352444.dc.
- aggregation hasFormat 352444.didl.
- aggregation hasFormat 352444.doc.
- aggregation hasFormat 352444.json.
- aggregation hasFormat 352444.mets.
- aggregation hasFormat 352444.mods.
- aggregation hasFormat 352444.rdf.
- aggregation hasFormat 352444.ris.
- aggregation hasFormat 352444.txt.
- aggregation hasFormat 352444.xls.
- aggregation hasFormat 352444.yaml.
- aggregation isPartOf urn:issn:0929-189X.
- aggregation language "eng".
- aggregation subject "Technology and Engineering".
- aggregation title "Fracture assessment of carbon fibre/epoxy reinforcing rings through a combination of full-scale testing, small-scale testing and stress modeling".
- aggregation abstract "Carbon fibre/epoxy rings are used as radial reinforcement for polymer bearing elements with nominal diameter 250 mm functioning under 150 MPa. Full-scale static and dynamic testing revealed no catastrophic failure for loading to 400 MPa, although there was circumferential splitting of carbon fibres at the machined top edge causing counterface wear under sliding. A combined numerical-experimental analysis was applied for design improvement with a representative small-scale qualification test on the real ring geometry, inducing additional stress concentrations compared to ASTM standards. Full-scale modelling revealed high radial-axial shear stresses (33 MPa) in non-hydrostatically loaded zones, while it increased towards 104 MPa under hydrostatic load conditions. The former is the most critical and should be simulated either on a small-scale unidirectional compression test or on a representative short beam shear test, respectively, measuring the radial-axial or radial-tangential shear strength. A relation between both small-scale states of stress was experimentally and numerically studied, experiencing that the composite ring has lower radial-tangential shear stress compared to radial-axial shear stress as a different hydrostatic stress state is observed in the bulk of the composite ring. As a compressive test is however more difficult to perform than a short-beam-shear test, a representative design criterion for shear fracture is determined from failure at 27 kN normal load in a short-beam-shear test. Finally, fracture is avoided by optimising the cross-sectional geometry of the composite reinforcing ring and close control of the processing parameters.".
- aggregation authorList BK387993.
- aggregation endPage "85".
- aggregation issue "2".
- aggregation startPage "57".
- aggregation volume "13".
- aggregation isDescribedBy 352444.
- aggregation similarTo s10443-006-9007-x.
- aggregation similarTo LU-352444.