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Indicators of HSLA steel behavior under low cycle fatigue loading

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2016
3291.pdf (1.876Mb)
Authors
Aleksić, Vujadin
Milović, Ljubica
Aleksić, Bojana
Hemer, Abubkr
Article (Published version)
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Abstract
In present paper, the experimental research of the behaviour of high-strength low-alloy steel (HSLA) exposed to low-cycle fatigue (LCF) with controlled and fully reversible strain (Delta epsilon/2 = const, R epsilon = epsilon(min)/epsilon(max) = -1) has been analysed. Low-cycle fatigue tests were performed on a series of smooth specimens made of steel Nionikral 70 (NN-70), with semi-amplitude of controlled strain, Delta epsilon/2=0.35, 0.45, 0.50, 0.60, 0.70 and 0.80. Characterization and description of the low-cycle elastoplastic behaviour of the material by construction of characteristic curves of low-cycle fatigue are made using the characteristic hysteresis, load-strain force for each level of controlled strain, selected from the areas of stabilization. For the selection of stabilized hysteresis and processing of the results of low-cycle fatigue tests the recommendations of the ISO 12106:2003 (E) and ASTM E 606-04 standards were used, which in this work means to compare the two res...ults. For each strain level characteristic stabilized hysteresis were selected, determined in accordance with recommendations of the ISO 12106:2003 (E) and ASTM E 606-04 standards, from which the data necessary for further processing of the results and finally for the construction of characteristic curves of low cycle fatigue were read. Constructed curves are compared, and the effect of selection of the recommendations from the standards on characterization of the behaviour of steel NN-70 estimated. The results of experimental investigation have given us important information on the understanding of fatigue behaviour of steel NN-70. In this work the results of static and dynamic, that is monotonous and fatigue behaviour of the material, were compared, which is a practical contribution to the assessment of the behaviour of steel NN-70 exposed to the effects of low-cycle fatigue, i.e. monotonous and fatigue behaviour of the material.

Keywords:
LCF / HSLA / area of stabilization / stabilized hysteresis
Source:
21st European Conference on Fracture, (ECF21), 2016, 2, 3313-3321
Publisher:
  • Elsevier Science Bv, Amsterdam
Funding / projects:
  • Pressure equipment integrity under simultaneous effect of fatigue loading and temperature (RS-35011)

DOI: 10.1016/j.prostr.2016.06.413

ISSN: 2452-3216

WoS: 000387976803048

Scopus: 2-s2.0-85039970295
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URI
http://TechnoRep.tmf.bg.ac.rs/handle/123456789/3294
Collections
  • Radovi istraživača / Researchers’ publications (TMF)
  • Radovi istraživača (Inovacioni centar) / Researchers’ publications (Innovation Centre)
Institution/Community
Tehnološko-metalurški fakultet
TY  - JOUR
AU  - Aleksić, Vujadin
AU  - Milović, Ljubica
AU  - Aleksić, Bojana
AU  - Hemer, Abubkr
PY  - 2016
UR  - http://TechnoRep.tmf.bg.ac.rs/handle/123456789/3294
AB  - In present paper, the experimental research of the behaviour of high-strength low-alloy steel (HSLA) exposed to low-cycle fatigue (LCF) with controlled and fully reversible strain (Delta epsilon/2 = const, R epsilon = epsilon(min)/epsilon(max) = -1) has been analysed. Low-cycle fatigue tests were performed on a series of smooth specimens made of steel Nionikral 70 (NN-70), with semi-amplitude of controlled strain, Delta epsilon/2=0.35, 0.45, 0.50, 0.60, 0.70 and 0.80. Characterization and description of the low-cycle elastoplastic behaviour of the material by construction of characteristic curves of low-cycle fatigue are made using the characteristic hysteresis, load-strain force for each level of controlled strain, selected from the areas of stabilization. For the selection of stabilized hysteresis and processing of the results of low-cycle fatigue tests the recommendations of the ISO 12106:2003 (E) and ASTM E 606-04 standards were used, which in this work means to compare the two results. For each strain level characteristic stabilized hysteresis were selected, determined in accordance with recommendations of the ISO 12106:2003 (E) and ASTM E 606-04 standards, from which the data necessary for further processing of the results and finally for the construction of characteristic curves of low cycle fatigue were read. Constructed curves are compared, and the effect of selection of the recommendations from the standards on characterization of the behaviour of steel NN-70 estimated. The results of experimental investigation have given us important information on the understanding of fatigue behaviour of steel NN-70. In this work the results of static and dynamic, that is monotonous and fatigue behaviour of the material, were compared, which is a practical contribution to the assessment of the behaviour of steel NN-70 exposed to the effects of low-cycle fatigue, i.e. monotonous and fatigue behaviour of the material.
PB  - Elsevier Science Bv, Amsterdam
T2  - 21st European Conference on Fracture, (ECF21)
T1  - Indicators of HSLA steel behavior under low cycle fatigue loading
EP  - 3321
SP  - 3313
VL  - 2
DO  - 10.1016/j.prostr.2016.06.413
ER  - 
@article{
author = "Aleksić, Vujadin and Milović, Ljubica and Aleksić, Bojana and Hemer, Abubkr",
year = "2016",
abstract = "In present paper, the experimental research of the behaviour of high-strength low-alloy steel (HSLA) exposed to low-cycle fatigue (LCF) with controlled and fully reversible strain (Delta epsilon/2 = const, R epsilon = epsilon(min)/epsilon(max) = -1) has been analysed. Low-cycle fatigue tests were performed on a series of smooth specimens made of steel Nionikral 70 (NN-70), with semi-amplitude of controlled strain, Delta epsilon/2=0.35, 0.45, 0.50, 0.60, 0.70 and 0.80. Characterization and description of the low-cycle elastoplastic behaviour of the material by construction of characteristic curves of low-cycle fatigue are made using the characteristic hysteresis, load-strain force for each level of controlled strain, selected from the areas of stabilization. For the selection of stabilized hysteresis and processing of the results of low-cycle fatigue tests the recommendations of the ISO 12106:2003 (E) and ASTM E 606-04 standards were used, which in this work means to compare the two results. For each strain level characteristic stabilized hysteresis were selected, determined in accordance with recommendations of the ISO 12106:2003 (E) and ASTM E 606-04 standards, from which the data necessary for further processing of the results and finally for the construction of characteristic curves of low cycle fatigue were read. Constructed curves are compared, and the effect of selection of the recommendations from the standards on characterization of the behaviour of steel NN-70 estimated. The results of experimental investigation have given us important information on the understanding of fatigue behaviour of steel NN-70. In this work the results of static and dynamic, that is monotonous and fatigue behaviour of the material, were compared, which is a practical contribution to the assessment of the behaviour of steel NN-70 exposed to the effects of low-cycle fatigue, i.e. monotonous and fatigue behaviour of the material.",
publisher = "Elsevier Science Bv, Amsterdam",
journal = "21st European Conference on Fracture, (ECF21)",
title = "Indicators of HSLA steel behavior under low cycle fatigue loading",
pages = "3321-3313",
volume = "2",
doi = "10.1016/j.prostr.2016.06.413"
}
Aleksić, V., Milović, L., Aleksić, B.,& Hemer, A.. (2016). Indicators of HSLA steel behavior under low cycle fatigue loading. in 21st European Conference on Fracture, (ECF21)
Elsevier Science Bv, Amsterdam., 2, 3313-3321.
https://doi.org/10.1016/j.prostr.2016.06.413
Aleksić V, Milović L, Aleksić B, Hemer A. Indicators of HSLA steel behavior under low cycle fatigue loading. in 21st European Conference on Fracture, (ECF21). 2016;2:3313-3321.
doi:10.1016/j.prostr.2016.06.413 .
Aleksić, Vujadin, Milović, Ljubica, Aleksić, Bojana, Hemer, Abubkr, "Indicators of HSLA steel behavior under low cycle fatigue loading" in 21st European Conference on Fracture, (ECF21), 2 (2016):3313-3321,
https://doi.org/10.1016/j.prostr.2016.06.413 . .

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