dc.contributor.author |
Theocaris, PS |
en |
dc.contributor.author |
Bardzokas, D |
en |
dc.date.accessioned |
2014-03-01T01:06:28Z |
|
dc.date.available |
2014-03-01T01:06:28Z |
|
dc.date.issued |
1985 |
en |
dc.identifier.issn |
0020-1154 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/9405 |
|
dc.subject |
Stress Concentration |
en |
dc.subject.classification |
Engineering, Multidisciplinary |
en |
dc.subject.classification |
Mechanics |
en |
dc.subject.other |
PLATES - Stresses |
en |
dc.subject.other |
CRACK TIP |
en |
dc.subject.other |
INTERNAL CRACK |
en |
dc.subject.other |
REINFORCED PLATE |
en |
dc.subject.other |
REINFORCING STRIP |
en |
dc.subject.other |
STRUCTURAL ANALYSIS |
en |
dc.title |
Reinforcement of a cracked plate by a loaded strip-inclusion |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1007/BF00539549 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1007/BF00539549 |
en |
heal.language |
English |
en |
heal.publicationDate |
1985 |
en |
heal.abstract |
In the present paper the interaction between a reinforced plate by a loaded strip inclusion and an internal crack existing in the plate was studied. It was assumed that the reinforcing strip is subjected to axial forces, thus relieving considerably the stress-concentration in the plate and especially in the singular field around the crack tip. The problem was solved by applying the singular integral equation method, which describes the stress field at any point of the plate. The variation of the stress intensity factors at the tips of the internal crack in terms of its relative position with the strip-reinforcement was studied and interesting results have been derived concerning the loading of the reinforced plate. © 1985 Springer-Verlag. |
en |
heal.publisher |
Springer-Verlag |
en |
heal.journalName |
Ingenieur-Archiv |
en |
dc.identifier.doi |
10.1007/BF00539549 |
en |
dc.identifier.isi |
ISI:A1985ADT2200006 |
en |
dc.identifier.volume |
55 |
en |
dc.identifier.issue |
1 |
en |
dc.identifier.spage |
45 |
en |
dc.identifier.epage |
56 |
en |