2011
DOI: 10.1016/j.ijsolstr.2011.03.023
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Characteristics of the process zone at sharp notch roots

Abstract: a b s t r a c tThe classical Williams solution for the state of stress at the tip of a semi-infinite notch is re-visited and the two-term singular solution re-written in a form making the mode mixity and load magnitude explicit. This is used to show that, for a 270°solid angle, the majority of notch problems exhibit a process zone which is entirely or substantially mode I in character, which in turn means that the notch strength may practically be governed by a single elastic parameter. A method for finding th… Show more

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Cited by 45 publications
(40 citation statements)
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“…The applicability of this mode I analysis to mixed-mode loading has also been explored. It is shown to be applicable if the mode I critical crack length is much less than a parameter d 0 defined by Hills and Dini (2011). …”
Section: Discussionmentioning
confidence: 99%
See 2 more Smart Citations
“…The applicability of this mode I analysis to mixed-mode loading has also been explored. It is shown to be applicable if the mode I critical crack length is much less than a parameter d 0 defined by Hills and Dini (2011). …”
Section: Discussionmentioning
confidence: 99%
“…Recently Hills and Dini (2011) have investigated the asymptotic stress field in mixed-mode loading close to a notch tip. In particular a length scale (d 0 ) was defined by…”
Section: Mixed-mode Loadingmentioning
confidence: 99%
See 1 more Smart Citation
“…We can normalize the length and stress field of the system with the scales defined based on the solution of an infinite large wedge [51,52] to make the results general. In such a case the detailed loading and geometry of the model are not important; what matters are the stress-intensity factors.…”
Section: Scaling Of the Systemmentioning
confidence: 99%
“…The strength of the singularity depends on the details of the geometry, and is the same for both the shear stress and the pressure [14][15][16]. This means that the ratio of the shear to normal stress is constant near the corner, no matter how high the stresses are.…”
Section: Introductionmentioning
confidence: 99%