2011
DOI: 10.1007/s11106-011-9310-4
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Stress intensity factors K I and K II for cracks at the tips of parallel pore channels with starlike cross-sections

Abstract: UDC 539.4 Mode I and mode II stress intensity factors (SIFs) are determined for a material with parallel pore channels of Y-shaped cross-section with centers at nodes of a regular hexagonal grid and arms aligned with the sides of hexagons. Calculations are performed for a unit cell that includes halves of two adjacent pore channels with an arbitrary length ratio of the arms. The finite-element method is used. It is shown that the SIFs for an equal-arm Y-shaped pore channel depend on the fiber crosssectional… Show more

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Cited by 5 publications
(4 citation statements)
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“…Errors in calculating the SIF for these points are not estimated in this study; therefore, the corresponding values of the SIF are not represented in the plots. Errors in calculating the SIF for other points of the crack front were considered earlier (see Borovik 2011b).…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…Errors in calculating the SIF for these points are not estimated in this study; therefore, the corresponding values of the SIF are not represented in the plots. Errors in calculating the SIF for other points of the crack front were considered earlier (see Borovik 2011b).…”
Section: Resultsmentioning
confidence: 99%
“…Peculiarities of the discretization of the unit cell were described earlier (Borovik 2011a). Sizing FE for the similar unit cell to reduce errors in calculating the SIFs was considered by Borovik (2011b).…”
Section: Model Of the Materials And The Calculation Proceduresmentioning
confidence: 99%
“…The influence of different dimensions of crack branches on the effective elastic properties was investigated. For the same material and the computer model, Borovik [7] analysed the effect of crack branch lengths on SIF.…”
Section: Introductionmentioning
confidence: 99%
“…At a tension which results from loading of the material cell along and across channels, gained during the present SIF work will be summed up with SIF from external loadings in the plane, perpendicular to the channels axis (Borovik (2011) in press).…”
mentioning
confidence: 99%