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Dugdale model solutions for a single edge cracked plate

โœ Scribed by D. N. Fenner

Publisher
Springer Netherlands
Year
1974
Tongue
English
Weight
344 KB
Volume
10
Category
Article
ISSN
1573-2673

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๐Ÿ“œ SIMILAR VOLUMES

Closed-form factors for an edged-cracked
Closed-form factors for an edged-cracked cylindrical bar Dugdale model
โœ T.G.F. Gray ๐Ÿ“‚ Article ๐Ÿ“… 1980 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 199 KB

closed-form equations are given for the plastic zone size and crack tip openingdisplacement in a circumferentially-cracked cylindrical bar under tension, treated in terms of a Dugdale-type modeI. The equations are valid from a lower limit of linear-elastic behaviour up to the intervention ofa limit-

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โœ G. Alpa; E. Bozzo; L. Gambarotta ๐Ÿ“‚ Article ๐Ÿ“… 1979 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 485 KB

Experimental results show that there are significant biaxial effects on the fracture behaviour of thin cracked plates. In this paper we examine the possibility of extending the Dugdale model in the presence of biaxial loads. This investigation is mainly concerned with the validity limits of the mode

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Analytical/numerical solutions for a single hole-edge crack in a wide plate under pure bending
โœ H. Gong; K.P. Jen; J.N. Majerus; S. Santhanam ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 600 KB

Abatraet-Several solutions to the bending problem of an edge crack on a hole on the neutral axis in a wide plate are presented. Linear elastic fracture mechanics is used to generate analytical solutions for pure bending assuming no width or length effects. The finite element method is also used to a

Analytical/numerical solutions for a sin
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โœ S. Santhanam; J.N. Majerus; K.P. Jen; D.S. Karanth ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 904 KB

Ahslrae-The problem of a crack emanating from a hole in a plate has been widely studied. However, almost all studies to date assume the loading to be in the form of a uniform far-field tensile stress in the plane of the plate. This study examines the case of a far-field uniform bending moment acting