R
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.
Papers
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Book ChapterDOI
Some Practical Implications of Exponential Crack Growth
TL;DR: In this article, a model that is a function of the stress intensity factor (K) with a fixed crack depth influence (non-similitude for the K parameter alone) is proposed.
Proceedings ArticleDOI
Finite element modeling to determine thermal residual strain distribution of bonded composite repairs for structural health monitoring design
TL;DR: In this article, the authors used finite element analysis (FEA) to model the strain profiles which optical sensors, on or within the patch, will be exposed to under various operational scenarios, including load and disbond.
Journal ArticleDOI
Modified Hartman-Schijve fitting of mode I delamination fatigue data and the resulting variation in threshold values Gthr
TL;DR: In this article, a procedure for selecting the fitting parameters A, β, and D in order to determine Gthr in a consistent way from the experimental data is presented. But the authors do not consider the effect of experimental variation of the other fitting parameters.
Journal ArticleDOI
Examining the application of the Hartman-Schijve equation to the analysis of cyclic fatigue fracture of polymer-matrix composites
TL;DR: In this article, the applicability of the modified Hartman-Schijve equation (originally developed for metals and alloys) to the characterization of fatigue delamination behavior of fiber-reinforced polymer-matrix (FRP) composites was discussed.
Journal ArticleDOI
Implementation of a new algorithm for evaluating 3D fracture analysis
Daren Peng,Rhys Jones,Susan Pitt +2 more
TL;DR: In this paper, a hybrid element formulation was developed where the hybrid element has its stiffness matrix corrected to exactly reflect the existence of the true 3D crack geometry within the element, and these forces were used to determine the stress intensity factors along the crack front.