dc.contributor.author |
Provatidis, C |
en |
dc.contributor.author |
Kanarachos, A |
en |
dc.date.accessioned |
2014-03-01T01:15:29Z |
|
dc.date.available |
2014-03-01T01:15:29Z |
|
dc.date.issued |
2000 |
en |
dc.identifier.issn |
0955-7997 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/13541 |
|
dc.subject |
hydrodynamics |
en |
dc.subject |
orthodontics |
en |
dc.subject |
tooth movement |
en |
dc.subject |
centre of resistance |
en |
dc.subject |
centre of rotation |
en |
dc.subject |
rigid body |
en |
dc.subject.classification |
Engineering, Multidisciplinary |
en |
dc.subject.classification |
Mathematics, Interdisciplinary Applications |
en |
dc.title |
Boundary-type hydrodynamic analysis of tooth movement |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/S0955-7997(00)00028-X |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/S0955-7997(00)00028-X |
en |
heal.language |
English |
en |
heal.publicationDate |
2000 |
en |
heal.abstract |
The mechanical representation of the periodontal ligament (PDL) that surrounds each human tooth is still an enigma for both bioengineers and orthodontists. The assumption of nearly incompressible PDL leads to Reynolds' equations in curvilinear co-ordinates along the boundary of the tooth. This paper deals with a two-dimensional rigid tooth of arbitrary shape and introduces a boundary-type symmetric stiffness matrix of order 3 x 3 that correlates the applied force-system on the tooth to its three displacements: two translations and one rotation. The elements of this matrix are calculated using one-dimensional Gaussian quadrature along the open boundary of the tooth in contact with the PDL. The efficiency of the method is sustained by two test cases: a typical wedge- and a parabolic-shaped root using two linear and one quadratic element, respectively. For both cases, the location of the centre of resistance, the centre of rotation and the distribution of the pressure are calculated. (C) 2000 Elsevier Science Ltd. All rights reserved. |
en |
heal.publisher |
ELSEVIER SCI LTD |
en |
heal.journalName |
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS |
en |
dc.identifier.doi |
10.1016/S0955-7997(00)00028-X |
en |
dc.identifier.isi |
ISI:000165818300005 |
en |
dc.identifier.volume |
24 |
en |
dc.identifier.issue |
9 |
en |
dc.identifier.spage |
661 |
en |
dc.identifier.epage |
669 |
en |