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Rhys Jones

Researcher at Monash University, Clayton campus

Publications -  390
Citations -  8148

Rhys Jones is an academic researcher from Monash University, Clayton campus. The author has contributed to research in topics: Paris' law & Finite element method. The author has an hindex of 44, co-authored 378 publications receiving 7517 citations. Previous affiliations of Rhys Jones include DST Systems & Defence Science and Technology Organization.

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Crack patching: Predicting fatigue crack growth

TL;DR: In this article, the authors examined the crack growth history of a range of test specimens, and cracks repaired with a composite patch, and showed that in the low to mid range ΔK region there is a near linear relationship between the log of the crack length and the number of cycles.
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Crack growth at low ?K’s and the Frost‐Dugdale law

TL;DR: In this article, the authors examined the fatigue crack growth histories, at low K's, of a range of test specimens and service loaded components and concluded that there is a linear relationship between the log of the crack length or depth and the service history (number of load cycles).
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Developments in the analysis of interacting cracks

TL;DR: In this article, the authors presented an overview of the finite element alternating technique for the analysis of interacting cracks, which is used to analyse several problems associated with both widespread fatigue and multi-site damage, a problem which is attracting worldwide attention.
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From NASGRO to fractals: Representing crack growth in metals

TL;DR: In this article, the authors present the results of an extensive experimental analysis of the fractal properties of fatigue crack rough surfaces, which leads to a particularization of the fatigue crack growth equation based on fractality proposed by the last two authors.
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Optimisation of damage tolerant structures using a 3D biological algorithm

TL;DR: In this article, a 3D biological algorithm that uses fracture parameters as the design criteria was presented for shape optimisation of structures with fracture strength as a design objective, and it was found that the optimum hole shapes were approximately elliptical with the aspect ratios being dependent on crack sizes, structural geometry and boundary conditions.