Strength gradient enhances fatigue resistance of steels

Steels are heavily used in infrastructure and the transportation industry, and enhancing their fatigue resistance is a major challenge in materials engineering. In this study, by introducing a gradient microstructure into 304 austenitic steel, which is one of the most widely used types of stainless...

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Main Authors: Ma, Zhiwei, Liu, Jiabin, Wang, Gang, Wang, Hongtao, Wei, Yujie, Gao, Huajian
Format: Online
Language:English
Published: Nature Publishing Group 2016
Online Access:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4764920/
id pubmed-4764920
recordtype oai_dc
spelling pubmed-47649202016-03-02 Strength gradient enhances fatigue resistance of steels Ma, Zhiwei Liu, Jiabin Wang, Gang Wang, Hongtao Wei, Yujie Gao, Huajian Article Steels are heavily used in infrastructure and the transportation industry, and enhancing their fatigue resistance is a major challenge in materials engineering. In this study, by introducing a gradient microstructure into 304 austenitic steel, which is one of the most widely used types of stainless steel, we show that a strength gradient substantially enhances the fatigue life of the material. Pre-notched samples with negative strength gradients in front of the notch’s tip endure many more fatigue cycles than do samples with positive strength gradients during the crack initiation stage, and samples with either type of gradient perform better than do gradient-free samples with the same average yield strength. However, as a crack grows, samples with positive strength gradients exhibit better resistance to fatigue crack propagation than do samples with negative gradients or no gradient. This study demonstrates a simple and promising strategy for using gradient structures to enhance the fatigue resistance of materials and complements related studies of strength and ductility. Nature Publishing Group 2016-02-24 /pmc/articles/PMC4764920/ /pubmed/26907708 http://dx.doi.org/10.1038/srep22156 Text en Copyright © 2016, Macmillan Publishers Limited http://creativecommons.org/licenses/by/4.0/ This work is licensed under a Creative Commons Attribution 4.0 International License. The images or other third party material in this article are included in the article’s Creative Commons license, unless indicated otherwise in the credit line; if the material is not included under the Creative Commons license, users will need to obtain permission from the license holder to reproduce the material. To view a copy of this license, visit http://creativecommons.org/licenses/by/4.0/
repository_type Open Access Journal
institution_category Foreign Institution
institution US National Center for Biotechnology Information
building NCBI PubMed
collection Online Access
language English
format Online
author Ma, Zhiwei
Liu, Jiabin
Wang, Gang
Wang, Hongtao
Wei, Yujie
Gao, Huajian
spellingShingle Ma, Zhiwei
Liu, Jiabin
Wang, Gang
Wang, Hongtao
Wei, Yujie
Gao, Huajian
Strength gradient enhances fatigue resistance of steels
author_facet Ma, Zhiwei
Liu, Jiabin
Wang, Gang
Wang, Hongtao
Wei, Yujie
Gao, Huajian
author_sort Ma, Zhiwei
title Strength gradient enhances fatigue resistance of steels
title_short Strength gradient enhances fatigue resistance of steels
title_full Strength gradient enhances fatigue resistance of steels
title_fullStr Strength gradient enhances fatigue resistance of steels
title_full_unstemmed Strength gradient enhances fatigue resistance of steels
title_sort strength gradient enhances fatigue resistance of steels
description Steels are heavily used in infrastructure and the transportation industry, and enhancing their fatigue resistance is a major challenge in materials engineering. In this study, by introducing a gradient microstructure into 304 austenitic steel, which is one of the most widely used types of stainless steel, we show that a strength gradient substantially enhances the fatigue life of the material. Pre-notched samples with negative strength gradients in front of the notch’s tip endure many more fatigue cycles than do samples with positive strength gradients during the crack initiation stage, and samples with either type of gradient perform better than do gradient-free samples with the same average yield strength. However, as a crack grows, samples with positive strength gradients exhibit better resistance to fatigue crack propagation than do samples with negative gradients or no gradient. This study demonstrates a simple and promising strategy for using gradient structures to enhance the fatigue resistance of materials and complements related studies of strength and ductility.
publisher Nature Publishing Group
publishDate 2016
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4764920/
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