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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 61
Three-Dimensional State of Stress in Stable Tearing of Thin Wall Structures D. Tran
Faculty of Engineering and Science, Victoria University of Technology, Melbourne, Australia D. Tran, "Three-Dimensional State of Stress in Stable Tearing of Thin Wall Structures", in B.H.V. Topping, Z. Bittnar, (Editors), "Proceedings of the Sixth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 61, 2002. doi:10.4203/ccp.75.61
Keywords: stable tearing, crack tunnelling, thin wall structure, fatigue failure, crack propagation, fracture mechanics, finite element modelling.
Summary
In ductile thin wall structure, there is an area that has not been well explored is how
to assess the soundness of a structure when the loading is a combination of fatigue
loading with intermittent over-loadings which may cause considerable yet stable
crack growth. This so called "dynamic stable tearing" has been well recognized in
aerospace engineering, where the presence of controlled cracks and overloading in
the service life of a structure is accepted. Stable tearing is often accompanied by
large extensive plastic deformation not limited to the vicinity of the crack front.
Stable tearing is also observed in fracture toughness test of ductile material using
quasi-static monotonically increasing load. This latter form of crack tunnelling
should be distinguished from stable tearing due to fluctuating load, even though
fractography examination reveals similar dimples indicating void coalescence. It is
the sudden growing crack in an otherwise gradual and slow crack growth in the
regime of fluctuating fatigue loading that complicates the forensic analysis of fatigue
crack growth and introduces uncertainty in the estimation of residual strength,
fatigue service life and scheduling maintenance inspection based on crack
propagation monitoring by surface observation. This paper looks at the
three-dimensional state of stress of considerable plasticity in the vicinity of a curve crack
in a thin CCT specimen made of Aluminum alloy 7050 under uniform remote tensile
stress by finite element modelling. The continuum model takes into account the
extensive non-linear plasticity of deformation and the effects of the profile of the
curve crack on parameters that control the initiation and propagation of stable
tearing cracks. It was found that the behaviour is quite different to the case of a
straight crack front or of remote stress of moderate intensity; that both the current
extent of plasticity and the current profile of the crack front affect the pattern of
distribution of the three-dimensional stress state at the crack front in opposite
direction; and that Mises stress, which indicates the likely development of high
plastic region on the surface of untorn ligaments, behaves differently from the
normal stress and the strain energy density that relate to the onset of stable crack
growth. It is proposed that the fluctuation of the overloading cycle including effects
of unloading and residual stress as well as the process region and the plastic wake
should also be accounted in dynamic stable tearing.
References
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