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http://bura.brunel.ac.uk/handle/2438/28168Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | D’Angela, D | - |
| dc.contributor.author | Ercolino, M | - |
| dc.date.accessioned | 2024-02-02T09:58:08Z | - |
| dc.date.available | 2022-03-25 | - |
| dc.date.available | 2024-02-02T09:58:08Z | - |
| dc.date.issued | 2022-02-08 | - |
| dc.identifier | ORCID iD: Danilo D'Angela https://orcid.org/0000-0002-8096-5202 | - |
| dc.identifier | ORCID iD: Marianna Ercolino https://orcid.org/0000-0001-8678-0631 | - |
| dc.identifier.citation | D’Angela, D. and Ercolino, M. (2022) 'Fatigue crack growth analysis of welded bridge details', Frattura ed Integrita Strutturale, 16 (60), pp. 265 - 272. doi: 10.3221/IGF-ESIS.60.18. | en_US |
| dc.identifier.uri | https://bura.brunel.ac.uk/handle/2438/28168 | - |
| dc.description | Acknowledgement: Computation for the work presented in this paper was supported by the University of Greenwich High Performance Computer resources (https://www.gre.ac.uk/itand-library/hpc). | en_US |
| dc.description.abstract | Copyright: © 2022 The Authors. The paper investigates the fatigue crack growth in typical bridge weldments by means of numerical analysis. The extended finite element (XFEM) method is coupled with the low-cycle fatigue (LCF) approach in ABAQUS, and parametric analyses are carried out in order to assess the influence of the main sample/testing features on the fatigue life of the investigated structures. The numerical results are found to be robust and reliable by performing comparisons with past experimental data and regulation design correlations. | en_US |
| dc.description.sponsorship | The project was funded by the University of Greenwich under Seedling 2016 and REF 2017/2018 funds. | en_US |
| dc.format.extent | 265 - 272 | - |
| dc.format.medium | Electronic | - |
| dc.language | English | - |
| dc.language.iso | en | en_US |
| dc.publisher | Gruppo Frattura | en_US |
| dc.rights | Copyright: © 2022 The Authors. This is an open access article under the terms of the CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. | - |
| dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | - |
| dc.subject | crack growth | - |
| dc.subject | fatigue | - |
| dc.subject | welded details | - |
| dc.subject | XFEM | - |
| dc.subject | ABAQUS | - |
| dc.title | Fatigue crack growth analysis of welded bridge details | en_US |
| dc.type | Article | en_US |
| dc.identifier.doi | https://doi.org/10.3221/IGF-ESIS.60.18 | - |
| dc.relation.isPartOf | Frattura ed Integrita Strutturale | - |
| pubs.issue | 60 | - |
| pubs.publication-status | Published | - |
| pubs.volume | 16 | - |
| dc.identifier.eissn | 1971-8993 | - |
| dc.rights.holder | The Authors | - |
| Appears in Collections: | Dept of Civil and Environmental Engineering Research Papers | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| FullText.pdf | Copyright: © 2022 The Authors. This is an open access article under the terms of the CC-BY 4.0 (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. | 1.18 MB | Adobe PDF | View/Open |
This item is licensed under a Creative Commons License
