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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 75
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and Z. Bittnar
Paper 62
Simulation of Fatigue Fracture of a Rubber Rail Support D. Tran
Faculty of Engineering and Science, Victoria University of Technology, Melbourne, Australia D. Tran, "Simulation of Fatigue Fracture of a Rubber Rail Support", in B.H.V. Topping, Z. Bittnar, (Editors), "Proceedings of the Sixth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 62, 2002. doi:10.4203/ccp.75.62
Keywords: fatigue of rubber components, finite element simulation, finite element modelling, natural rubber, fatigue failure, service life, crack propagation, fracture mechanics.
Summary
Rubber components are usually designed based on static load analysis even though
they are often subjected to dynamic load. Their main functions are to absorb shock
and vibration and are thus prone to fatigue failure. Natural rubber components have
intrinsic micro-cracks regardless of the best quality control in the process of
vulcanisation and manufacturing. A steel rail fastener support with natural rubber
insert is designed to reduce vibration and noise in urban railway is such an example.
It is desirable to be able to estimate the service life of such a component, where
failure is considered when macro-cracks appear on the surface of the rubber insert. It
is essential to be able to predict where intrinsic micro-cracks become a sharp crack
and then start to propagate, the crack propagation then depends on the direction and
rate of propagation. In this paper the approach of fracture mechanics and fatigue
crack growth characteristics (FCGC), the relationship between the fatigue crack
growth rate and the strain energy release rate G, are used. FCGC has been used
successfully to predict residual strength or the fatigue service life of metallic
structures, but has not been used to the same extent for rubber components. This
paper investigates the application of fracture mechanics and finite element method
(FEM) in the study of propagation of crack in the rubber rail support and the
estimation of its fatigue service life by using FCGC of a natural rubber. The key
technique used in this investigation is to determine the strain energy release rates G
of the structure by using FEM and the virtual crack extension method. The G versus
crack growth curve is then combined with the FCGC to predict the number of cycles
to failure. For the case of the rubber rail support, the high degree of non-linearity of
the problem due to rubber material properties, large deformation and great
discrepancy between the rigidity of steel and rubber components require the analysis
to be divided into two stages: first a three-dimensional model of the structure is
analysed under static loading, the maximum stress thus found and the displacements
measured in static testing were used to validate an equivalent two-dimensional
model. Then this two-dimensional model is subjected to an iterative process of the
virtual crack extension simulation, from which the strain energy release rate is found
and combined with FCGC of rubber to determine the service life. The procedure
adopted reduces the enormous amount of computing required had the simulation
been carried out with the three-dimensional model. The fatigue service life found by
FEM simulation compared favourably with fatigue test results confirming that
FCGC and FEM modelling can be used to predict fatigue behaviour of rubber
components and provide tools for improvement in their design.
References
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