dc.contributor.author |
Theocaris, PS |
en |
dc.date.accessioned |
2014-03-01T01:06:09Z |
|
dc.date.available |
2014-03-01T01:06:09Z |
|
dc.date.issued |
1983 |
en |
dc.identifier.issn |
0013-7944 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/9193 |
|
dc.subject.classification |
Mechanics |
en |
dc.subject.other |
MATERIALS - Crack Propagation |
en |
dc.subject.other |
STRESSES - Mathematical Models |
en |
dc.subject.other |
PLATES |
en |
dc.title |
Dugdale models for two collinear unequal cracks |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/0013-7944(83)90048-6 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/0013-7944(83)90048-6 |
en |
heal.language |
English |
en |
heal.publicationDate |
1983 |
en |
heal.abstract |
In this paper the Dugdale model is applied to determine the plastic zones developed in the case of two collinear and unequal cracks within an homogeneous, Isotropic, elastic-perfectly plastic infinite plate. The cracks are subjected to a normal loading, acting at the infinity. It was assumed that the type of plastic deformation was of the cross-slip mode creating narrow plastic enclaves, case for which the original Dugdale model for a single crack is valid. The case of plastic coalescence between the collinear cracks was derived as a special case of the general problem. © 1983. |
en |
heal.publisher |
PERGAMON-ELSEVIER SCIENCE LTD |
en |
heal.journalName |
Engineering Fracture Mechanics |
en |
dc.identifier.doi |
10.1016/0013-7944(83)90048-6 |
en |
dc.identifier.isi |
ISI:A1983QW90600004 |
en |
dc.identifier.volume |
18 |
en |
dc.identifier.issue |
3 |
en |
dc.identifier.spage |
545 |
en |
dc.identifier.epage |
559 |
en |