Determining tensile yield stresses from Small Punch tests: A numerical-based scheme
The Small Punch (SP) test serves the screening of mechanical material properties and their degradation in a virtually non-invasive way. It requires robust frameworks for the derivation of mechanical properties and microstructure–mechanical property correlation. The tensile yield stress σy is commonl...
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| Published in | Materials & design Vol. 182; p. 107974 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
15.11.2019
Elsevier |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0264-1275 1873-4197 1873-4197 |
| DOI | 10.1016/j.matdes.2019.107974 |
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| Abstract | The Small Punch (SP) test serves the screening of mechanical material properties and their degradation in a virtually non-invasive way. It requires robust frameworks for the derivation of mechanical properties and microstructure–mechanical property correlation. The tensile yield stress σy is commonly associated with an elastic-plastic transition force Fe via σy = αFe/h2 with h denoting the SP disc thickness and a dimensionless coefficient α considered constant. Here it is shown that α cannot be taken as a constant. Instead a new self-consistent data reduction scheme is proposed for the determination of σy which is based on the curvature of the force–displacement curve rather than a single Fe force level. The scheme derives from finite element simulations of a wide range of strength coefficients C and hardening exponents n of power law flow σ = Cϵn. To a good approximation the scheme depends only on the hardening exponent n, which depends on the curvature, whereas C and the elastic modulus barely matter. The method is validated by comparing the yield stress predictions with the actually implemented yield stresses in the simulations, using various types of hardening rules, as well as experimental data. The uncertainty of yield stress determination by SP tests is thereby largely reduced as compared to the traditional scheme.
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•A new self-consistent data reduction scheme is introduced for the determination of the tensile yield stress from Small Punch tests.•The scheme derives from finite element simulations of a wide range of strength coefficients and hardening exponents of power-law hardening.•The method is validated by comparing yield stress predictions to actual yield stresses, using various hardening laws and experimental data.•With the new approach the uncertainty of yield stress determination by Small Punch tests can be largely reduced as compared to traditional schemes. |
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| AbstractList | The Small Punch (SP) test serves the screening of mechanical material properties and their degradation in a virtually non-invasive way. It requires robust frameworks for the derivation of mechanical properties and microstructure–mechanical property correlation. The tensile yield stress σy is commonly associated with an elastic-plastic transition force Fe via σy = αFe/h2 with h denoting the SP disc thickness and a dimensionless coefficient α considered constant. Here it is shown that α cannot be taken as a constant. Instead a new self-consistent data reduction scheme is proposed for the determination of σy which is based on the curvature of the force–displacement curve rather than a single Fe force level. The scheme derives from finite element simulations of a wide range of strength coefficients C and hardening exponents n of power law flow σ = Cϵn. To a good approximation the scheme depends only on the hardening exponent n, which depends on the curvature, whereas C and the elastic modulus barely matter. The method is validated by comparing the yield stress predictions with the actually implemented yield stresses in the simulations, using various types of hardening rules, as well as experimental data. The uncertainty of yield stress determination by SP tests is thereby largely reduced as compared to the traditional scheme. Keywords: Small Punch test, Yield stress determination, Power law hardening, Finite element method The Small Punch (SP) test serves the screening of mechanical material properties and their degradation in a virtually non-invasive way. It requires robust frameworks for the derivation of mechanical properties and microstructure–mechanical property correlation. The tensile yield stress σy is commonly associated with an elastic-plastic transition force Fe via σy = αFe/h2 with h denoting the SP disc thickness and a dimensionless coefficient α considered constant. Here it is shown that α cannot be taken as a constant. Instead a new self-consistent data reduction scheme is proposed for the determination of σy which is based on the curvature of the force–displacement curve rather than a single Fe force level. The scheme derives from finite element simulations of a wide range of strength coefficients C and hardening exponents n of power law flow σ = Cϵn. To a good approximation the scheme depends only on the hardening exponent n, which depends on the curvature, whereas C and the elastic modulus barely matter. The method is validated by comparing the yield stress predictions with the actually implemented yield stresses in the simulations, using various types of hardening rules, as well as experimental data. The uncertainty of yield stress determination by SP tests is thereby largely reduced as compared to the traditional scheme. [Display omitted] •A new self-consistent data reduction scheme is introduced for the determination of the tensile yield stress from Small Punch tests.•The scheme derives from finite element simulations of a wide range of strength coefficients and hardening exponents of power-law hardening.•The method is validated by comparing yield stress predictions to actual yield stresses, using various hardening laws and experimental data.•With the new approach the uncertainty of yield stress determination by Small Punch tests can be largely reduced as compared to traditional schemes. |
| ArticleNumber | 107974 |
| Author | Soyarslan, Celal Hähner, Peter Bargmann, Swantje Gülçimen Çakan, Betül |
| Author_xml | – sequence: 1 givenname: Peter surname: Hähner fullname: Hähner, Peter email: peter.haehner@ec.europa.eu organization: European Commission, Joint Research Centre, Directorate G: Nuclear Safety and Security, Westerduinweg 3, Petten 1755 LE, the Netherlands – sequence: 2 givenname: Celal orcidid: 0000-0003-1029-237X surname: Soyarslan fullname: Soyarslan, Celal organization: Chair of Solid Mechanics, University of Wuppertal, Gaussstr. 20, Wuppertal 42119, Germany – sequence: 3 givenname: Betül surname: Gülçimen Çakan fullname: Gülçimen Çakan, Betül organization: Department of Mechanical Engineering, Uludağ University, Görükle, Bursa 16059, Turkey – sequence: 4 givenname: Swantje surname: Bargmann fullname: Bargmann, Swantje organization: Chair of Solid Mechanics, University of Wuppertal, Gaussstr. 20, Wuppertal 42119, Germany |
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| Keywords | Finite element method Small Punch test Yield stress determination Power law hardening |
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| Title | Determining tensile yield stresses from Small Punch tests: A numerical-based scheme |
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