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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.

Papers
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Book ChapterDOI

Practical Computational Fracture Mechanics for Aircraft Structural Integrity

TL;DR: This chapter presents simple computational tools for determining the stress intensity factors associated with small sub-mm cracks in realistic complex geometries under arbitrary flight loads.

SPD repairs to thin aluminium structures

TL;DR: In this article, the results of a series of experimental studies into the ability of SPD doublers to extend the fatigue life of thin aluminium structural components and the limit of viability (LOV) of fuselage lap joints are presented.
Journal ArticleDOI

On the analysis of composite structures with material and geometric non-linearities

TL;DR: In this article, the results of a series of experimental, analytical and numerical studies into the matrix-dominated failures of rib stiffened structures are presented, and a valid analysis methodology capable of addressing all possible failure mechanisms, including failure due to interlaminar failure, is developed.
Journal ArticleDOI

Effect of corrosion and fatigue on the remaining life of structures and its implication to additive manufacturing

TL;DR: In this article, the combined effect of corrosion and fatigue on the growth of cracks that arise from natural corrosion in steel bridges is investigated, and it is shown that if these two effects need to be simultaneously analyzed, then the resulting life is not conservative.
Journal Article

Lap joint theory revisited

TL;DR: In this paper, the authors focused on the effects of the rate dependence of structural adhesives and showed that the use of rate independent solutions to obtain the adhesive shear stresses and shear strains cannot be said to be generally conservative.