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
Practical Computational Fracture Mechanics for Aircraft Structural Integrity
Daren Peng,Pu Huang,Rhys Jones +2 more
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
Rhys Jones,H Alesi +1 more
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.