dc.contributor.author |
Tsouvalis, NG |
en |
dc.contributor.author |
Mirisiotis, LS |
en |
dc.contributor.author |
Dimou, DN |
en |
dc.date.accessioned |
2014-03-01T01:30:27Z |
|
dc.date.available |
2014-03-01T01:30:27Z |
|
dc.date.issued |
2009 |
en |
dc.identifier.issn |
0142-1123 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/19592 |
|
dc.subject |
Composite structures |
en |
dc.subject |
Crack growth rate |
en |
dc.subject |
Debonding |
en |
dc.subject |
Stress intensity factors |
en |
dc.subject |
Surface roughness |
en |
dc.subject.classification |
Engineering, Mechanical |
en |
dc.subject.classification |
Materials Science, Multidisciplinary |
en |
dc.subject.other |
Carbon/epoxy |
en |
dc.subject.other |
Composite patches |
en |
dc.subject.other |
Crack growth |
en |
dc.subject.other |
Crack growth rate |
en |
dc.subject.other |
Crack propagation rate |
en |
dc.subject.other |
Cyclic loadings |
en |
dc.subject.other |
Fatigue behaviour |
en |
dc.subject.other |
FE-modelling |
en |
dc.subject.other |
Low costs |
en |
dc.subject.other |
Numerical studies |
en |
dc.subject.other |
Steel plates |
en |
dc.subject.other |
Stiffness ratios |
en |
dc.subject.other |
Asphalt pavements |
en |
dc.subject.other |
Cracking (chemical) |
en |
dc.subject.other |
Cracks |
en |
dc.subject.other |
Debonding |
en |
dc.subject.other |
Stress intensity factors |
en |
dc.subject.other |
Structure (composition) |
en |
dc.subject.other |
Surface properties |
en |
dc.subject.other |
Surface roughness |
en |
dc.subject.other |
Crack propagation |
en |
dc.title |
Experimental and numerical study of the fatigue behaviour of composite patch reinforced cracked steel plates |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/j.ijfatigue.2009.04.006 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/j.ijfatigue.2009.04.006 |
en |
heal.language |
English |
en |
heal.publicationDate |
2009 |
en |
heal.abstract |
One-side, low cost carbon/epoxy patches were laminated on large scale specimens, which were tested and subsequently modelled with the finite element method. An R = -1 cyclic loading was applied and patch strains and crack propagation rate were monitored. The experimental results were very encouraging, demonstrating that patches can effectively slow down the crack growth and extend the specimens' life by a factor of up to 2, despite their relatively low stiffness ratio. Based on some simplified assumptions, FE modelling proved adequate in accurately predicting the crack propagation rate. (C) 2009 Elsevier Ltd. All rights reserved. |
en |
heal.publisher |
ELSEVIER SCI LTD |
en |
heal.journalName |
International Journal of Fatigue |
en |
dc.identifier.doi |
10.1016/j.ijfatigue.2009.04.006 |
en |
dc.identifier.isi |
ISI:000269271100018 |
en |
dc.identifier.volume |
31 |
en |
dc.identifier.issue |
10 |
en |
dc.identifier.spage |
1613 |
en |
dc.identifier.epage |
1627 |
en |