Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/106939
DC FieldValueLanguage
dc.contributor.authorAntunes, F. V.-
dc.contributor.authorBranco, R.-
dc.contributor.authorFerreira, J. A. M.-
dc.contributor.authorBorrego, L. P.-
dc.date.accessioned2023-05-03T10:18:46Z-
dc.date.available2023-05-03T10:18:46Z-
dc.date.issued2019-
dc.identifier.issn19718993pt
dc.identifier.urihttps://hdl.handle.net/10316/106939-
dc.description.abstractThe Compact Tension Shear (CTS) specimen is used to study fracture and fatigue under mixed mode I/II loading conditions. The K solution available in literature was developed for fracture studies and does not consider the effect of crack deflection. The aim of present work is to develop KI and KII empirical solutions for cracks with different crack lengths, loading angles and crack orientations. A total number of 1120 cracked geometries were studied numerically with the finite element method and analytical solutions were fitted to the numerical predictions. An average difference of 0.53 % was found between numerical predictions and the analytical solution proposed for KI. For KII the difference is higher, but the equivalent stress intensity factor showed a difference of only 1% because KII is lower than KI. Experimental work was developed to study fatigue crack growth in CTS specimens. The cracks always adopted a direction approximately normal to loading direction, i.e., tend to propagate under mode I.pt
dc.language.isoengpt
dc.publisherGruppo Italiano Fratturapt
dc.relationPTDC/EMS-PRO/1356/2014pt
dc.relationFEDER funds through the program COMPETE (under project T449508144- 00019113)pt
dc.rightsopenAccesspt
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt
dc.subjectCTS specimenpt
dc.subjectStress intensity factor solutionpt
dc.subjectMixed modept
dc.titleStress Intensity Factor Solutions for CTS Mixed Mode Specimenpt
dc.typearticle-
degois.publication.firstPage676pt
degois.publication.lastPage692pt
degois.publication.issue48pt
degois.publication.titleFrattura ed Integrita Strutturalept
dc.peerreviewedyespt
dc.identifier.doi10.3221/IGF-ESIS.48.64pt
degois.publication.volume13pt
dc.date.embargo2019-01-01*
uc.date.periodoEmbargo0pt
item.fulltextCom Texto completo-
item.grantfulltextopen-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypearticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.researchunitCEMMPRE - Centre for Mechanical Engineering, Materials and Processes-
crisitem.author.researchunitCEMMPRE - Centre for Mechanical Engineering, Materials and Processes-
crisitem.author.researchunitCEMMPRE - Centre for Mechanical Engineering, Materials and Processes-
crisitem.author.researchunitCEMMPRE - Centre for Mechanical Engineering, Materials and Processes-
crisitem.author.orcid0000-0002-0336-4729-
crisitem.author.orcid0000-0003-2471-1125-
crisitem.author.orcid0000-0002-0295-1841-
crisitem.author.orcid0000-0003-0259-8926-
Appears in Collections:I&D CEMMPRE - Artigos em Revistas Internacionais
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