Please use this identifier to cite or link to this item:
http://hdl.handle.net/10773/12911
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Morais, A. B. de | pt |
dc.date.accessioned | 2014-12-02T16:26:54Z | - |
dc.date.issued | 2013-09 | - |
dc.identifier.issn | 0013-7944 | pt |
dc.identifier.uri | http://hdl.handle.net/10773/12911 | - |
dc.description.abstract | A cohesive zone model was developed for mode I delamination in composite beams. The present model is an extension of a beam on elastic foundation analysis similar to the one that led to the well-known corrected beam theory data reduction scheme. In particular, it is demonstrated that the shear foundation considered in most formulations can actually be discarded, thereby allowing a much simpler model implementation. The present model agrees very well with finite element analyses of double cantilever beam and moment-loaded double cantilever beam specimens with a wide range of properties. | pt |
dc.language.iso | eng | pt |
dc.publisher | Elsevier | pt |
dc.rights | restrictedAccess | por |
dc.subject | Polymer matrix composites | pt |
dc.subject | Toughness testing | pt |
dc.subject | Delamination | pt |
dc.subject | Cohesive zone modelling | pt |
dc.title | Mode I cohesive zone model for delamination in composite beams | pt |
dc.type | article | pt |
dc.peerreviewed | yes | pt |
ua.distribution | international | pt |
degois.publication.firstPage | 236 | pt |
degois.publication.lastPage | 245 | pt |
degois.publication.title | Engineering Fracture Mechanics | pt |
degois.publication.volume | 109 | pt |
dc.date.embargo | 10000-01-01 | - |
dc.identifier.doi | 10.1016/j.engfracmech.2013.07.004 | pt |
Appears in Collections: | DEM - Artigos |
Files in This Item:
File | Description | Size | Format | |
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art_EFM_beam_coh_mode_I.pdf | 1.05 MB | Adobe PDF |
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