Effect of tow-drop gaps on the damage resistance and tolerance of Variable-Stiffness Panels
dc.contributor.author
dc.date.accessioned
2014-12-01T08:33:35Z
dc.date.available
2014-12-01T08:33:35Z
dc.date.issued
2014-09
dc.identifier.issn
0263-8223
dc.identifier.uri
dc.description.abstract
This paper presents an experimental study of the effects of tow-drop gaps in Variable Stiffness Panels under drop-weight impact events. Two different configurations, with and without ply-staggering, have been manufactured by Automated Fibre Placement and compared with their baseline counterpart without defects. For the study of damage resistance, three levels of low velocity impact energy are generated with a drop-weight tower. The damage area is analysed by means of ultrasonic inspection. Results of the analysed defect configurations indicate that the influence of gap defects is only relevant under small impact energy values. However, in the case of damage tolerance, the residual compressive strength after impact does not present significant differences to that of conventional straight fibre laminates. This indicates that the strength reduction is driven mainly by the damage caused by the impact event rather than by the influence of manufacturing-induced defects
dc.format.mimetype
application/pdf
dc.language.iso
eng
dc.publisher
Elsevier
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Versió preprint del document publicat a: http://dx.doi.org/10.1016/j.compstruct.2014.05.005
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© Composite Structures, 2014, vol. 116, p. 94-103
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Articles publicats (D-EMCI)
dc.rights
Tots els drets reservats
dc.subject
dc.title
Effect of tow-drop gaps on the damage resistance and tolerance of Variable-Stiffness Panels
dc.type
info:eu-repo/semantics/article
dc.rights.accessRights
info:eu-repo/semantics/openAccess
dc.embargo.terms
Cap
dc.type.version
info:eu-repo/semantics/submittedVersion
dc.identifier.doi
dc.identifier.idgrec
021915
dc.identifier.eissn
1879-1085