Affiliation:
1. The University of Western Australia
2. University of Western Australia
3. Woodside Energy Ltd
Abstract
Two practical methods have been used to estimate thermal shock stress intensity factors
(TS-SIF`s) associated with a flexibly restrained cracked plate. The first method used a traditional
mechanical weight function (MWF) methodology in conjunction with the MWF derived for an
equivalent freely restrained cracked component. The second method used a traditional MWF
methodology in conjunction with the MWF derived for an equivalent rigidly restrained cracked
component. Fracture mechanic finite element analyses were also undertaken to construct a
comparative benchmark for the TS-SIF`s associated with a flexibly restrained cracked plate. The
results of this comparison demonstrate the errors associated with these MWF methods to be
acceptable, if and only if, the crack size is small, the crack component aspect ratio is large or the
flexible boundary restraint stiffness are deemed negligible or near rigid. In addition, the curves
derived with these MWF methods do not intersect and there is no obvious transition to distinguish
which MWF method would be more appropriate for a given a particular flexible boundary restraint
configuration. In effect, this means that these MWF methods cannot be confidently used to evaluate
the TS-SIF`s associated with a flexibly restrained cracked component.
Publisher
Trans Tech Publications, Ltd.
Cited by
2 articles.
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