A shallow crack assessment scheme for generalised material behaviour in pure bending
A shallow crack assessment scheme for generalised material behaviour in pure bending
An engineering J-integral estimation procedure has been developed from data generated using finite element computations. The study has been focused on shallow edge cracked geometries with crack depths up to 10% of the specimen depth and subjected to severe localised plastic deformation under pure bending loading. The material behaviour considered is of a generalised nature—one that consists of a perfectly plastic plateau preceding the work hardening region, which is represented by power law. J-estimation equations were developed from curve-fitting a large number of J versus remote strain curves obtained from finite element analyses. The validity of the proposed scheme was confirmed by comparison with finite element solutions on specimens with fictitious and real material curves. The current work, together with a previously presented scheme for tension loading, hence provides a comprehensive treatment of defect assessment of shallow cracked geometries under severe localised plastic deformation.
defect assessment, J-integral, shallow crack, finite element analyses, field plateau
493-506
Boothman, D.P.
175ce142-5138-437d-8ab9-d04de63284da
Lee, M.M.K.
b0eec6ec-1557-494d-bbc5-4cd053cfbe46
Luxmoore, A.R.
307e05c5-bacc-4f32-9ea7-4363f2e526e8
July 1997
Boothman, D.P.
175ce142-5138-437d-8ab9-d04de63284da
Lee, M.M.K.
b0eec6ec-1557-494d-bbc5-4cd053cfbe46
Luxmoore, A.R.
307e05c5-bacc-4f32-9ea7-4363f2e526e8
Boothman, D.P., Lee, M.M.K. and Luxmoore, A.R.
(1997)
A shallow crack assessment scheme for generalised material behaviour in pure bending.
Engineering Fracture Mechanics, 57 (5), .
(doi:10.1016/S0013-7944(97)00056-8).
Abstract
An engineering J-integral estimation procedure has been developed from data generated using finite element computations. The study has been focused on shallow edge cracked geometries with crack depths up to 10% of the specimen depth and subjected to severe localised plastic deformation under pure bending loading. The material behaviour considered is of a generalised nature—one that consists of a perfectly plastic plateau preceding the work hardening region, which is represented by power law. J-estimation equations were developed from curve-fitting a large number of J versus remote strain curves obtained from finite element analyses. The validity of the proposed scheme was confirmed by comparison with finite element solutions on specimens with fictitious and real material curves. The current work, together with a previously presented scheme for tension loading, hence provides a comprehensive treatment of defect assessment of shallow cracked geometries under severe localised plastic deformation.
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Published date: July 1997
Keywords:
defect assessment, J-integral, shallow crack, finite element analyses, field plateau
Identifiers
Local EPrints ID: 75370
URI: http://eprints.soton.ac.uk/id/eprint/75370
ISSN: 0013-7944
PURE UUID: 29ddfea3-a89d-41db-8755-f9f72121cd83
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Date deposited: 11 Mar 2010
Last modified: 13 Mar 2024 22:51
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Contributors
Author:
D.P. Boothman
Author:
M.M.K. Lee
Author:
A.R. Luxmoore
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