stress and strain of solid shafts in interference fit couplings
Clicks: 288
ID: 128941
2008
Article Quality & Performance Metrics
Overall Quality
Not rated
Combines reader engagement with the AI quality analysis. This
article has not been analysed, so there is no overall score —
reader engagement is measured and shown alongside.
Reader Engagement
Star Article
30.0
/100
288 views
31 readers
AI Quality Assessment
Not analyzed
Readership in this journal
StarRanked #1 of 2 articles by views in global jurist
Most read
Least read
Bar heights use a square-root scale.
Mint this article as an NFT
Not yet mintedCreate a permanent, verifiable on-chain record of this article on the Scimatic Network. The NFT is held in your Journament account, and you can withdraw it to your own wallet at any time.
5
SUSD
one-off · no wallet required
Abstract
Solid shaft is a common case in technical practice including interference fit couplings. Thick walled cylinders theory, which is used in interference fits computation, leads to wrong values of stress in case of solid shafts at the inner side. A numerical simulation using smaller and smaller ratios of the radii demonstrate a tendency towards stress homogeneity. Particularly along the axis of the shaft, the theory of stress under axial – symmetrical loading, analytically validates the numerical data. Practical consequences are very important as maximum admitted pressure is computed on the basis of equivalent stress. New checking formulae are proposed for interference fit couplings, containing the specific case of the solid shaft.
| Reference Key |
ponetchi2008analelestress
Use this key to autocite in the manuscript while using
SciMatic Manuscript Manager or Thesis Manager
|
|---|---|
| Authors | ;Pavel Petru Ponetchi;Ion Vela |
| Journal | global jurist |
| Year | 2008 |
| DOI |
DOI not found
|
| URL | |
| Keywords |
Citations
No citations found. To add a citation, contact the admin at info@scimatic.org
Comments
No comments yet. Be the first to comment on this article.