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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Main Authors: G.P. Nikishkov, Yu.G. Matvienko
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2015-06-01
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.
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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