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Side-groove effects in three-dimensional small-scale yielding: A load and thickness-scaling model
► Employs extraordinarily refined 3D models to compute high-fidelity deformations in the crack-front region. ► Reveals an improved, quantitative understanding of side-groove effects. ► K-bar scaling (K-bar=K/(yield stress*sqrt[B]) in 3D SSY fields is shown to also hold for side-grooved specimens. ►...
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Published in: | Engineering fracture mechanics 2013-04, Vol.102, p.218-234 |
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Main Authors: | , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | ► Employs extraordinarily refined 3D models to compute high-fidelity deformations in the crack-front region. ► Reveals an improved, quantitative understanding of side-groove effects. ► K-bar scaling (K-bar=K/(yield stress*sqrt[B]) in 3D SSY fields is shown to also hold for side-grooved specimens. ► Weibull stress values exhibit K-bar scaling. ► A new non-dimensional parameter is introduced to describe this outcome. ► Probabilities of fracture are compared for plane-strain, 3D plane-sided and 3D side-grooved configurations.
This study investigates the influence of side grooves on near-front fields that drive cleavage fracture processes in ferritic steels under 3D small-scale yielding conditions. High-fidelity, finite-strain analyses of boundary-layer models for initially straight crack fronts provide elastic–plastic fields. Numerical solutions demonstrate that non-dimensional, self-similar scaling of crack-front fields for plane-sided specimens also holds for the side-grooved configurations. Furthermore, Weibull stress values exhibit a non-dimensional, thickness scaling controlled by a single non-dimensional parameter. This thickness scaling holds for low-to-high hardening rates typical of ferritic steels under imposed loading levels that range in a 3D setting from near plane-strain to near plane-stress conditions. |
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ISSN: | 0013-7944 1873-7315 |
DOI: | 10.1016/j.engfracmech.2013.02.016 |