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iText 4.2.0 by 1T3XT2020-07-07T22:32:57+05:30Arbortext Advanced Print Publisher2020-07-30T00:37:55-07:002020-07-30T00:37:55-07:00uuid:8addd02c-2a8d-4824-a074-0375b52bef83uuid:9735c38c-787b-4f5b-aca7-e8422204bc96JournalStructure and Infrastructure Engineering© 2020 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group001-1711710.1080/15732479.2020.1782444https://doi.org/10.1080/15732479.2020.1782444application/pdf10.1080/15732479.2020.1782444en-USIncorporation of pre-existing longitudinal cracks in finite element analyses of corroded reinforced concrete beams failing in anchorageTaylor & FrancisStructure and Infrastructure Engineering, 2020. doi: 10.1080/15732479.2020.1782444Blomfors MattiasLundgren KarinZandi KamyabConcrete–steel bond slipdigital twin modellingnonlinear finite element analysispre-existing crack modellingreinforced concretereinforcement anchorage zoneVoR2020-07-08truewww.tandfonline.com10.1080/15732479.2020.1782444www.tandfonline.comtrue2020-07-0810.1080/15732479.2020.1782444
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