dc.contributor.author |
Theocaris, PS |
en |
dc.date.accessioned |
2014-03-01T01:06:42Z |
|
dc.date.available |
2014-03-01T01:06:42Z |
|
dc.date.issued |
1986 |
en |
dc.identifier.issn |
0013-7944 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/9567 |
|
dc.subject.classification |
Mechanics |
en |
dc.subject.other |
MATERIALS - Crack Propagation |
en |
dc.subject.other |
MATHEMATICAL TECHNIQUES - Geometry |
en |
dc.subject.other |
DEFORMED CRACKS |
en |
dc.subject.other |
INTERNAL OBLIQUE CRACK |
en |
dc.subject.other |
STRESS CONCENTRATION |
en |
dc.subject.other |
PLATES |
en |
dc.title |
The exact form and properties of the deformed transverse internal elastic crack |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/0013-7944(86)90096-2 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/0013-7944(86)90096-2 |
en |
heal.language |
English |
en |
heal.publicationDate |
1986 |
en |
heal.abstract |
The exact shape and properties of an internal transverse crack in an infinite plate under conditions of plane stress submitted to a biaxial normal loading at infinity are presented. The shape of the deformed Griffith crack as this was defined by the exact theoretical solution of the problem is an ellipse whose properties depend on the mode of loading of the plate and its mechanical properties. This result is different to the result arising from the respective singular and two-term solutions, which define a parabolic shape for the deformed crack. Furthermore, while the singular solution implies that the tip of the crack remains undisplaced during loading, the two-term and the exact solutions define its displacement, which is the same for both cases. In this way the two-term solution constitutes an intermediate case, which at the crack tip coincides with the exact solution, whereas at the middle of the crack coincides with the singular solution. Interesting results and comparisons were also derived for the curvature of the deformed crack at its tip, which was shown to differ considerably according to the different solutions. © 1986. |
en |
heal.publisher |
PERGAMON-ELSEVIER SCIENCE LTD |
en |
heal.journalName |
Engineering Fracture Mechanics |
en |
dc.identifier.doi |
10.1016/0013-7944(86)90096-2 |
en |
dc.identifier.isi |
ISI:A1986A905500007 |
en |
dc.identifier.volume |
23 |
en |
dc.identifier.issue |
5 |
en |
dc.identifier.spage |
851 |
en |
dc.identifier.epage |
862 |
en |