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Crack tip finite elements are unnecessary

R.D. HenshellK. G. Shaw

Abstract

Abstract It is shown that a singularity occurs in isoparametric finite elements if the mid‐side nodes are moved sufficiently from their normal position. By choosing the mid‐side node positions on standard isoparametric elements so that the singularity occurs exactly at the corner of an element it is possible to obtain quite accurate solutions to the problem of determining the stress intensity at the tip of a crack. The solutions compare favourably with those obtained using some types of special crack tip elements, but are not as accurate as those given by a crack tip element based on the hybrid principle. However, the hybrid elements are more difficult to use.

Fatigue and fracture mechanicsNumerical methods in engineeringStructural Behavior of Reinforced ConcreteSingularityFinite element methodPosition (finance)Structural engineeringStress intensity factorNode (physics)Element (criminal law)MathematicsMathematical analysisGeometry
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References
A frontal solution program for finite element analysis
International Journal for Numerical Methods in Engineering · 1970 · 902 citations
Analysis of Stresses and Strains Near the End of a Crack Traversing a Plate
Journal of Applied Mechanics · 1957 · 5,324 citations
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