Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/117988
DC FieldValueLanguage
dc.contributorDepartment of Building and Real Estateen_US
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorHe, Qen_US
dc.creatorYam, MCHen_US
dc.creatorHo, HCen_US
dc.creatorChung, KFen_US
dc.date.accessioned2026-03-11T01:34:29Z-
dc.date.available2026-03-11T01:34:29Z-
dc.identifier.issn0020-7403en_US
dc.identifier.urihttp://hdl.handle.net/10397/117988-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectCrystal plasticityen_US
dc.subjectCyclic softeningen_US
dc.subjectFatigue crack initiationen_US
dc.subjectFatigue indicator parameteren_US
dc.subjectHigh cycle fatigueen_US
dc.subjectHigh-strength steelen_US
dc.titleMicrostructure-informed crystal plasticity for HCF initiation life of HSS Q690en_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume308en_US
dc.identifier.doi10.1016/j.ijmecsci.2025.110981en_US
dcterms.abstractHigh-strength steel (HSS) Q690 offers a superior strength-to-weight ratio for lightweight structural applications but remains susceptible to high-cycle fatigue (HCF) failure. Conventional design codes significantly underestimate its fatigue life, and the scarcity of test data hinders the development of reliable S–N curves. Meanwhile, full-scale fatigue testing is time-consuming and costly, necessitating efficient alternatives. This study proposed a novel microstructure-informed framework for predicting the HCF crack initiation life of HSS Q690, integrating electron backscatter diffraction (EBSD), crystal plasticity (CP) modelling, and a physically motivated fatigue indicator parameter (FIP). A new CP model was developed, incorporating two Armstrong-Frederick backstress terms and two-stage isotropic hardening, to uniquely capture the pronounced cyclic softening of HSS Q690, which is not addressed by existing CP models. EBSD-informed 3D representative volume element (RVE) models were used to simulate slip-band plasticity, while ensemble simulations quantified the scatter arising from microstructural variability. The framework was calibrated using stress relaxation and cyclic tests and validated against 39 HCF experiments under varying mean stress levels. The predicted fatigue lives and life distributions showed close agreement with experiments, demonstrating that this framework provides not only a cost-effective alternative to conventional fatigue testing but also new mechanistic insight into the fatigue behaviour and life scatter of HSS Q690.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationInternational journal of mechanical sciences, 15 Dec. 2025, v. 308, 110981en_US
dcterms.isPartOfInternational journal of mechanical sciencesen_US
dcterms.issued2025-12-15-
dc.identifier.scopus2-s2.0-105021470199-
dc.identifier.eissn1879-2162en_US
dc.identifier.artn110981en_US
dc.description.validate202603 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG001167/2026-01-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis work was fully supported by a grant (Project No.: BBVW) from the Chinese National Engineering Research Centre (CNERC) for Steel Construction (Hong Kong Branch) at The Hong Kong Polytechnic University.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-12-15en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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