Specimen thickness effect on elastic-plastic constraint parameter A
Three-dimensional elastic-plastic problems for a power-law hardening material are solved using the finite element method. Distributions of the J-integral and constraint parameter A along the crack front for varying specimen thickness and crack depth are determined for edge cracked plate, center crac...
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Language: | English |
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Gruppo Italiano Frattura
2015-06-01
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Series: | Fracture and Structural Integrity |
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Online Access: | https://www.fracturae.com/index.php/fis/article/view/1476 |
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author | G.P. Nikishkov Yu.G. Matvienko |
author_facet | G.P. Nikishkov Yu.G. Matvienko |
author_sort | G.P. Nikishkov |
collection | DOAJ |
description | Three-dimensional elastic-plastic problems for a power-law hardening material are solved using the
finite element method. Distributions of the J-integral and constraint parameter A along the crack front for
varying specimen thickness and crack depth are determined for edge cracked plate, center cracked plate, three
point bend and compact tension specimens. The constraint parameter A is a measure of stress field deviation
from the HRR field. Higher A values signify lower specimen constraint. Results of finite element analyses show
that the constraint parameter A significantly decreases when specimen thickness changes from 0.1 to 0.5 of the
specimen width. Then it has more or less stable value. Among four specimen the highest constraint is demonstrated by the compact tension specimen which has the constraint parameter A lower than its small scale yielding value. |
format | Article |
id | doaj-art-9b24e09acb68432283277c36f8d850b5 |
institution | Kabale University |
issn | 1971-8993 |
language | English |
publishDate | 2015-06-01 |
publisher | Gruppo Italiano Frattura |
record_format | Article |
series | Fracture and Structural Integrity |
spelling | doaj-art-9b24e09acb68432283277c36f8d850b52025-01-03T01:03:05ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932015-06-01933Specimen thickness effect on elastic-plastic constraint parameter AG.P. NikishkovYu.G. MatvienkoThree-dimensional elastic-plastic problems for a power-law hardening material are solved using the finite element method. Distributions of the J-integral and constraint parameter A along the crack front for varying specimen thickness and crack depth are determined for edge cracked plate, center cracked plate, three point bend and compact tension specimens. The constraint parameter A is a measure of stress field deviation from the HRR field. Higher A values signify lower specimen constraint. Results of finite element analyses show that the constraint parameter A significantly decreases when specimen thickness changes from 0.1 to 0.5 of the specimen width. Then it has more or less stable value. Among four specimen the highest constraint is demonstrated by the compact tension specimen which has the constraint parameter A lower than its small scale yielding value.https://www.fracturae.com/index.php/fis/article/view/1476Three-term elastic-plastic asymptotic expansion |
spellingShingle | G.P. Nikishkov Yu.G. Matvienko Specimen thickness effect on elastic-plastic constraint parameter A Fracture and Structural Integrity Three-term elastic-plastic asymptotic expansion |
title | Specimen thickness effect on elastic-plastic constraint parameter A |
title_full | Specimen thickness effect on elastic-plastic constraint parameter A |
title_fullStr | Specimen thickness effect on elastic-plastic constraint parameter A |
title_full_unstemmed | Specimen thickness effect on elastic-plastic constraint parameter A |
title_short | Specimen thickness effect on elastic-plastic constraint parameter A |
title_sort | specimen thickness effect on elastic plastic constraint parameter a |
topic | Three-term elastic-plastic asymptotic expansion |
url | https://www.fracturae.com/index.php/fis/article/view/1476 |
work_keys_str_mv | AT gpnikishkov specimenthicknesseffectonelasticplasticconstraintparametera AT yugmatvienko specimenthicknesseffectonelasticplasticconstraintparametera |