Study of low-temperature effect on the fracture locus of a 420-MPa structural steel with the edge tracing method

Quasi-static tensile tests with smooth round bar and axisymmetric notched tensile specimens have been performed to study the low-temperature effect on the fracture locus of a 420-MPa structural steel. Combined with a digital high-speed camera and a 2-plane mirror system, specimen deformation was rec...

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Published in:Fatigue & Fracture of Engineering Materials & Structures
Main Authors: Tu, Shengwen, Ren, Xiaobo, Kristensen, Tore Andre, He, Jianying, Zhang, Zhiliang
Format: Article in Journal/Newspaper
Language:English
Published: Wiley 2018
Subjects:
Online Access:http://hdl.handle.net/11250/2577677
https://doi.org/10.1111/ffe.12803
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spelling ftntnutrondheimi:oai:ntnuopen.ntnu.no:11250/2577677 2023-05-15T15:08:52+02:00 Study of low-temperature effect on the fracture locus of a 420-MPa structural steel with the edge tracing method Tu, Shengwen Ren, Xiaobo Kristensen, Tore Andre He, Jianying Zhang, Zhiliang 2018 http://hdl.handle.net/11250/2577677 https://doi.org/10.1111/ffe.12803 eng eng Wiley Norges forskningsråd: 228513 Fatigue & Fracture of Engineering Materials & Structures. 2018, 41 (8), 1649-1661. urn:issn:8756-758X http://hdl.handle.net/11250/2577677 https://doi.org/10.1111/ffe.12803 cristin:1571414 1649-1661 41 Fatigue & Fracture of Engineering Materials & Structures 8 Journal article 2018 ftntnutrondheimi https://doi.org/10.1111/ffe.12803 2019-09-17T06:54:32Z Quasi-static tensile tests with smooth round bar and axisymmetric notched tensile specimens have been performed to study the low-temperature effect on the fracture locus of a 420-MPa structural steel. Combined with a digital high-speed camera and a 2-plane mirror system, specimen deformation was recorded in 2 orthogonal planes. Pictures taken were then analysed with the edge tracing method to calculate the minimum cross-section diameter reduction of the necked/notched specimen. Obvious temperature effect was observed on the load-strain curves for smooth and notched specimens. Both the strength and strain hardening characterized by the strain at maximum load increase with temperature decrease down to −60°C. Somewhat unexpected, the fracture strains (ductility) of both smooth and notched specimens at temperatures down to −60°C do not deteriorate, compared with those at room temperature. Combined with numerical analyses, it shows that the effect of low temperatures (down to −60°C) on fracture locus is insignificant. These findings shed new light on material selection for Arctic operation. submittedVersion This is the pre-peer reviewed version of an article, which has been published in final form at [https://doi.org/10.1111/ffe.12803]. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving. Article in Journal/Newspaper Arctic NTNU Open Archive (Norwegian University of Science and Technology) Arctic Fatigue & Fracture of Engineering Materials & Structures 41 8 1649 1661
institution Open Polar
collection NTNU Open Archive (Norwegian University of Science and Technology)
op_collection_id ftntnutrondheimi
language English
description Quasi-static tensile tests with smooth round bar and axisymmetric notched tensile specimens have been performed to study the low-temperature effect on the fracture locus of a 420-MPa structural steel. Combined with a digital high-speed camera and a 2-plane mirror system, specimen deformation was recorded in 2 orthogonal planes. Pictures taken were then analysed with the edge tracing method to calculate the minimum cross-section diameter reduction of the necked/notched specimen. Obvious temperature effect was observed on the load-strain curves for smooth and notched specimens. Both the strength and strain hardening characterized by the strain at maximum load increase with temperature decrease down to −60°C. Somewhat unexpected, the fracture strains (ductility) of both smooth and notched specimens at temperatures down to −60°C do not deteriorate, compared with those at room temperature. Combined with numerical analyses, it shows that the effect of low temperatures (down to −60°C) on fracture locus is insignificant. These findings shed new light on material selection for Arctic operation. submittedVersion This is the pre-peer reviewed version of an article, which has been published in final form at [https://doi.org/10.1111/ffe.12803]. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.
format Article in Journal/Newspaper
author Tu, Shengwen
Ren, Xiaobo
Kristensen, Tore Andre
He, Jianying
Zhang, Zhiliang
spellingShingle Tu, Shengwen
Ren, Xiaobo
Kristensen, Tore Andre
He, Jianying
Zhang, Zhiliang
Study of low-temperature effect on the fracture locus of a 420-MPa structural steel with the edge tracing method
author_facet Tu, Shengwen
Ren, Xiaobo
Kristensen, Tore Andre
He, Jianying
Zhang, Zhiliang
author_sort Tu, Shengwen
title Study of low-temperature effect on the fracture locus of a 420-MPa structural steel with the edge tracing method
title_short Study of low-temperature effect on the fracture locus of a 420-MPa structural steel with the edge tracing method
title_full Study of low-temperature effect on the fracture locus of a 420-MPa structural steel with the edge tracing method
title_fullStr Study of low-temperature effect on the fracture locus of a 420-MPa structural steel with the edge tracing method
title_full_unstemmed Study of low-temperature effect on the fracture locus of a 420-MPa structural steel with the edge tracing method
title_sort study of low-temperature effect on the fracture locus of a 420-mpa structural steel with the edge tracing method
publisher Wiley
publishDate 2018
url http://hdl.handle.net/11250/2577677
https://doi.org/10.1111/ffe.12803
geographic Arctic
geographic_facet Arctic
genre Arctic
genre_facet Arctic
op_source 1649-1661
41
Fatigue & Fracture of Engineering Materials & Structures
8
op_relation Norges forskningsråd: 228513
Fatigue & Fracture of Engineering Materials & Structures. 2018, 41 (8), 1649-1661.
urn:issn:8756-758X
http://hdl.handle.net/11250/2577677
https://doi.org/10.1111/ffe.12803
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op_doi https://doi.org/10.1111/ffe.12803
container_title Fatigue & Fracture of Engineering Materials & Structures
container_volume 41
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container_start_page 1649
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