Cargando…

On Characteristics of Ferritic Steel Determined during the Uniaxial Tensile Test

Tensile uniaxial test is typically used to determine the strength and plasticity of a material. Nominal (engineering) stress-strain relationship is suitable for determining properties when elastic strain dominates (e.g., yield strength, Young’s modulus). For loading conditions where plastic deformat...

Descripción completa

Detalles Bibliográficos
Autores principales: Dzioba, Ihor, Lipiec, Sebastian, Pala, Robert, Furmanczyk, Piotr
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8201235/
https://www.ncbi.nlm.nih.gov/pubmed/34204129
http://dx.doi.org/10.3390/ma14113117
_version_ 1783707770613137408
author Dzioba, Ihor
Lipiec, Sebastian
Pala, Robert
Furmanczyk, Piotr
author_facet Dzioba, Ihor
Lipiec, Sebastian
Pala, Robert
Furmanczyk, Piotr
author_sort Dzioba, Ihor
collection PubMed
description Tensile uniaxial test is typically used to determine the strength and plasticity of a material. Nominal (engineering) stress-strain relationship is suitable for determining properties when elastic strain dominates (e.g., yield strength, Young’s modulus). For loading conditions where plastic deformation is significant (in front of a crack tip or in a neck), the use of true stress and strain values and the relationship between them are required. Under these conditions, the dependence between the true values of stresses and strains should be treated as a characteristic—a constitutive relationship of the material. This article presents several methodologies to develop a constitutive relationship for S355 steel from tensile test data. The constitutive relationship developed was incorporated into a finite element analysis of the tension test and verified with the measured tensile test data. The method of the constitutive relationship defining takes into account the impact of high plastic strain, the triaxiality stress factor, Lode coefficient, and material weakness due to the formation of microvoids, which leads to obtained correctly results by FEM (finite elements method) calculation. The different variants of constitutive relationships were applied to the FEM loading simulation of the three-point bending SENB (single edge notched bend) specimen to evaluate their applicability to the calculation of mechanical fields in the presence of a crack.
format Online
Article
Text
id pubmed-8201235
institution National Center for Biotechnology Information
language English
publishDate 2021
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-82012352021-06-15 On Characteristics of Ferritic Steel Determined during the Uniaxial Tensile Test Dzioba, Ihor Lipiec, Sebastian Pala, Robert Furmanczyk, Piotr Materials (Basel) Article Tensile uniaxial test is typically used to determine the strength and plasticity of a material. Nominal (engineering) stress-strain relationship is suitable for determining properties when elastic strain dominates (e.g., yield strength, Young’s modulus). For loading conditions where plastic deformation is significant (in front of a crack tip or in a neck), the use of true stress and strain values and the relationship between them are required. Under these conditions, the dependence between the true values of stresses and strains should be treated as a characteristic—a constitutive relationship of the material. This article presents several methodologies to develop a constitutive relationship for S355 steel from tensile test data. The constitutive relationship developed was incorporated into a finite element analysis of the tension test and verified with the measured tensile test data. The method of the constitutive relationship defining takes into account the impact of high plastic strain, the triaxiality stress factor, Lode coefficient, and material weakness due to the formation of microvoids, which leads to obtained correctly results by FEM (finite elements method) calculation. The different variants of constitutive relationships were applied to the FEM loading simulation of the three-point bending SENB (single edge notched bend) specimen to evaluate their applicability to the calculation of mechanical fields in the presence of a crack. MDPI 2021-06-06 /pmc/articles/PMC8201235/ /pubmed/34204129 http://dx.doi.org/10.3390/ma14113117 Text en © 2021 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Dzioba, Ihor
Lipiec, Sebastian
Pala, Robert
Furmanczyk, Piotr
On Characteristics of Ferritic Steel Determined during the Uniaxial Tensile Test
title On Characteristics of Ferritic Steel Determined during the Uniaxial Tensile Test
title_full On Characteristics of Ferritic Steel Determined during the Uniaxial Tensile Test
title_fullStr On Characteristics of Ferritic Steel Determined during the Uniaxial Tensile Test
title_full_unstemmed On Characteristics of Ferritic Steel Determined during the Uniaxial Tensile Test
title_short On Characteristics of Ferritic Steel Determined during the Uniaxial Tensile Test
title_sort on characteristics of ferritic steel determined during the uniaxial tensile test
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8201235/
https://www.ncbi.nlm.nih.gov/pubmed/34204129
http://dx.doi.org/10.3390/ma14113117
work_keys_str_mv AT dziobaihor oncharacteristicsofferriticsteeldeterminedduringtheuniaxialtensiletest
AT lipiecsebastian oncharacteristicsofferriticsteeldeterminedduringtheuniaxialtensiletest
AT palarobert oncharacteristicsofferriticsteeldeterminedduringtheuniaxialtensiletest
AT furmanczykpiotr oncharacteristicsofferriticsteeldeterminedduringtheuniaxialtensiletest