Please use this identifier to cite or link to this item:
https://hdl.handle.net/10316/116888
DC Field | Value | Language |
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dc.contributor.author | Neto, Diogo M. | - |
dc.contributor.author | Sérgio, Edmundo R. | - |
dc.contributor.author | Jesus, Francisco | - |
dc.contributor.author | Newman, James C. | - |
dc.contributor.author | Antunes, Fernando | - |
dc.date.accessioned | 2024-11-05T14:30:15Z | - |
dc.date.available | 2024-11-05T14:30:15Z | - |
dc.date.issued | 2023-01-18 | - |
dc.identifier.issn | 2076-3417 | pt |
dc.identifier.uri | https://hdl.handle.net/10316/116888 | - |
dc.description.abstract | Most mechanical components are subject to dynamic loads, which can cause failure in service. This study aims to evaluate the effect of variable amplitude loadings on fatigue crack growth (FCG) in CT specimens produced with the AA2024-T351 aluminum alloy. Specifically, it is intended to predict the FCG rate when the specimen is subjected to a complex loading pattern, named the “Christmas Tree Spectrum”. Crack growth is simulated by node release, which occurs when the cumulative plastic strain at the crack tip reaches a critical value (110%) that is supposed to be a material property. It is therefore assumed that cyclic plastic deformation is the main damage mechanism. The specimen was subjected to four different load patterns: the 6–60 N low-frequency constant amplitude load (CAL); the 6–21 N high-frequency CAL; the Christmas Tree (15–9) and the Christmas Tree (9–3) patterns. The Christmas Tree 15–9 load pattern is defined by nine increments of +15 N and −9 N followed by eight increments of +9 N and −15 N. The results indicate that the Christmas Tree (15–9) pattern increases crack tip damage relative to the constant amplitude loading. This is attributed to small variations in material hardening, particularly during the unloading phase of the load block. On the other hand, the Christmas Tree (9–3) pattern did not show a significant effect, indicating the importance of the range of small-amplitude cycles. The crack closure phenomenon is usually used explain the effect of loading parameters, but this is an exception. | pt |
dc.description.sponsorship | FCT for the PhD grant with reference 2022.11438.BD, Portuguese Foundation of Science and Technology (FCT) under the projects UIDB/00285/2020 and LA/P/0112/2020. | pt |
dc.language.iso | eng | pt |
dc.publisher | MDPI | pt |
dc.relation | UIDB/00285/2020 | pt |
dc.relation | LA/P/0112/2020 | pt |
dc.rights | openAccess | pt |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | pt |
dc.subject | fatigue crack growth; 2024-T351 aluminum alloy; Christmas Tree spectrum; cumulative plastic strain; material hardening; crack closure | pt |
dc.title | Fatigue Crack Propagation under Christmas Tree Load Pattern | pt |
dc.type | article | - |
degois.publication.firstPage | 1284 | pt |
degois.publication.issue | 3 | pt |
degois.publication.title | Applied Sciences | pt |
dc.relation.publisherversion | https://www.mdpi.com/2076-3417/13/3/1284 | pt |
dc.peerreviewed | yes | pt |
dc.identifier.doi | 10.3390/app13031284 | pt |
degois.publication.volume | 13 | pt |
dc.date.embargo | 2023-01-18 | * |
uc.date.periodoEmbargo | 0 | pt |
item.languageiso639-1 | en | - |
item.fulltext | Com Texto completo | - |
item.grantfulltext | open | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.openairetype | article | - |
item.cerifentitytype | Publications | - |
crisitem.project.grantno | Centre for Mechanical Enginnering, Materials and Processes | - |
crisitem.project.grantno | ARISE - Laboratório Associado para Produção Avançada e Sistemas Inteligentes | - |
crisitem.author.researchunit | CEMMPRE - Centre for Mechanical Engineering, Materials and Processes | - |
crisitem.author.researchunit | CEMMPRE - Centre for Mechanical Engineering, Materials and Processes | - |
crisitem.author.orcid | 0000-0002-0336-4729 | - |
Appears in Collections: | I&D CEMMPRE - Artigos em Revistas Internacionais |
Files in This Item:
File | Description | Size | Format | |
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applsci-13-01284.pdf | 2.41 MB | Adobe PDF | View/Open |
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