Determining tensile yield stresses from Small Punch tests: A numerical-based scheme
被引:37
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作者:
Hahner, Peter
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European Commiss, Joint Res Ctr, Directorate G Nucl Safety & Secur, Westerduinweg 3, NL-1755 LE Petten, NetherlandsEuropean Commiss, Joint Res Ctr, Directorate G Nucl Safety & Secur, Westerduinweg 3, NL-1755 LE Petten, Netherlands
Hahner, Peter
[1
]
Soyarslan, Celal
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Univ Wuppertal, Chair Solid Mech, Gaussstr 20, D-42119 Wuppertal, GermanyEuropean Commiss, Joint Res Ctr, Directorate G Nucl Safety & Secur, Westerduinweg 3, NL-1755 LE Petten, Netherlands
Soyarslan, Celal
[2
]
Cakan, Betul Gulcimen
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机构:
Uludag Univ, Dept Mech Engn, TR-16059 Gorukle, Bursa, TurkeyEuropean Commiss, Joint Res Ctr, Directorate G Nucl Safety & Secur, Westerduinweg 3, NL-1755 LE Petten, Netherlands
Cakan, Betul Gulcimen
[3
]
Bargmann, Swantje
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Univ Wuppertal, Chair Solid Mech, Gaussstr 20, D-42119 Wuppertal, GermanyEuropean Commiss, Joint Res Ctr, Directorate G Nucl Safety & Secur, Westerduinweg 3, NL-1755 LE Petten, Netherlands
Bargmann, Swantje
[2
]
机构:
[1] European Commiss, Joint Res Ctr, Directorate G Nucl Safety & Secur, Westerduinweg 3, NL-1755 LE Petten, Netherlands
Small Punch test;
Yield stress determination;
Power law hardening;
Finite element method;
MECHANICAL-PROPERTIES;
FRACTURE;
SPECIMEN;
STRENGTH;
STEELS;
D O I:
10.1016/j.matdes.2019.107974
中图分类号:
T [工业技术];
学科分类号:
08 ;
摘要:
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 sigma(y) is commonly associated with an elastic-plastic transition force F-e via sigma(y) = alpha F-e/h(2) with h denoting the SP disc thickness and a dimensionless coefficient alpha considered constant. Here it is shown that alpha cannot be taken as a constant. Instead a new self-consistent data reduction scheme is proposed for the determination of sigma(y) which is based on the curvature of the force-displacement curve rather than a single F-e 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 sigma = C epsilon(n). 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. (C) 2019 The Authors. Published by Elsevier Ltd.
机构:
Univ Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, Brazil
Flores, Alfredo Quiroga
de Andrade, Rodolfo Giacomim Mendes
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Inst Fed Espirito Santo, Bldg & Civil Engn Dept, BR-29040780 Vitoria, BrazilUniv Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, Brazil
de Andrade, Rodolfo Giacomim Mendes
Pfeil, Michele Schubert
论文数: 0引用数: 0
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Univ Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, Brazil
Pfeil, Michele Schubert
Barros, Joaquim A. O.
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机构:
Univ Minho, Sch Engn, Dept Civil Engn, ISISE, P-4800058 Guimaraes, PortugalUniv Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, Brazil
Barros, Joaquim A. O.
Battista, Ronaldo Carvalho
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Univ Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, Brazil
Battista, Ronaldo Carvalho
de Araujo, Olga Maria Oliveira
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Univ Fed Rio De Janeiro, Nucl Engn Program, COPPE, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, Brazil
de Araujo, Olga Maria Oliveira
Lopes, Ricardo Tadeu
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Univ Fed Rio De Janeiro, Nucl Engn Program, COPPE, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, Brazil
Lopes, Ricardo Tadeu
Toledo Filho, Romildo Dias
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Univ Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, BrazilUniv Fed Rio De Janeiro, Civil Engn Dept, COPPE, BR-21941972 Rio De Janeiro, Brazil
机构:
Tsinghua Univ, Inst Nucl & New Energy Technol, Beijing 100084, Peoples R China
Tsinghua Univ, Sch Mat Sci & Engn, Key Lab Adv Mat, Beijing 100084, Peoples R ChinaTsinghua Univ, Inst Nucl & New Energy Technol, Beijing 100084, Peoples R China
Wei, Yaxuan
Lv, Shasha
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机构:
Beijing Normal Univ, Coll Nucl Sci & Technol, Key Lab Beam Technol, Beijing 100875, Peoples R ChinaTsinghua Univ, Inst Nucl & New Energy Technol, Beijing 100084, Peoples R China
Lv, Shasha
Li, Zhengcao
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Tsinghua Univ, Sch Mat Sci & Engn, Key Lab Adv Mat, Beijing 100084, Peoples R ChinaTsinghua Univ, Inst Nucl & New Energy Technol, Beijing 100084, Peoples R China
Li, Zhengcao
Wang, Dingqu
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Tsinghua Univ, Inst Nucl & New Energy Technol, Beijing 100084, Peoples R ChinaTsinghua Univ, Inst Nucl & New Energy Technol, Beijing 100084, Peoples R China
机构:
Rock & Soil Mech Div, Feasibil Studies Dept, Gen Directorate Mineral Res & Explorat, Ankara, TurkeyHacettepe Univ, Dept Geol Engn, TR-06800 Ankara, Turkey
Karakul, H.
Ulusay, R.
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机构:
Hacettepe Univ, Dept Geol Engn, TR-06800 Ankara, TurkeyHacettepe Univ, Dept Geol Engn, TR-06800 Ankara, Turkey
Ulusay, R.
Isik, N. S.
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机构:
Gazi Univ, Fac Tech Educ, Dept Construct, Ankara, TurkeyHacettepe Univ, Dept Geol Engn, TR-06800 Ankara, Turkey