{"title":"长期应变时效对低碳结构钢的影响","authors":"Fei Xu , Jian Zhao , Xuhong Zhou , Xiang Yun , Jun-Zhi Liu , Taichiro Okazaki","doi":"10.1016/j.jcsr.2025.109579","DOIUrl":null,"url":null,"abstract":"<div><div>This paper experimentally investigates the long-term strain ageing effects on the stress-strain behaviour of low-carbon structural steels manufactured in both China and Japan. In the experimental programme, the effects of pre-strain levels (ranging from 2% to 8%) and ageing durations (ranging from 7 to 180 days) on yield strength, ultimate strength, yield-to-ultimate strength ratio, and ductility were assessed. The results revealed that increasing the pre-strain level to 8% resulted in enhancements of 54% and 7% in the yield and ultimate tensile strengths, respectively, accompained by a 48.4% reduction in ductility, as indicated by the ultimate strain. Moreover, extending the ageing duration to 90 days led to further increases in the yield and ultimate strengths by up to 6% and 4%, respectively. Quantitative analysis also revealed that strain ageing treatments can affect the yield-to-ultimate strength ratio, with high pre-strain levels causing the ratio to exceed the limit value of 0.85 specified in current design codes. Although the influence of strain ageing on the strength ratio and ductility was generally consistent across the four categories of structural steels, minor variations were observed in the effect of strain ageing on the yield and ultimate strengths. Based on the test results obtained from the present study and supplementary database collected from the literature, a modified quad-linear stress-strain model considering strain ageing effects (QLMSA) was proposed, accounting for the pre-strain effects on the stress-strain characteristics of low carbon structural steels. The proposed models have been shown to accurately predict the long-term strain ageing effects on the stress-strain behaviour of low-carbon structural steels with nominal yield strengths ranging from 235 MPa to 355 MPa.</div></div>","PeriodicalId":15557,"journal":{"name":"Journal of Constructional Steel Research","volume":"231 ","pages":"Article 109579"},"PeriodicalIF":4.0000,"publicationDate":"2025-04-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Long-term strain ageing effects on low-carbon structural steels\",\"authors\":\"Fei Xu , Jian Zhao , Xuhong Zhou , Xiang Yun , Jun-Zhi Liu , Taichiro Okazaki\",\"doi\":\"10.1016/j.jcsr.2025.109579\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This paper experimentally investigates the long-term strain ageing effects on the stress-strain behaviour of low-carbon structural steels manufactured in both China and Japan. In the experimental programme, the effects of pre-strain levels (ranging from 2% to 8%) and ageing durations (ranging from 7 to 180 days) on yield strength, ultimate strength, yield-to-ultimate strength ratio, and ductility were assessed. The results revealed that increasing the pre-strain level to 8% resulted in enhancements of 54% and 7% in the yield and ultimate tensile strengths, respectively, accompained by a 48.4% reduction in ductility, as indicated by the ultimate strain. Moreover, extending the ageing duration to 90 days led to further increases in the yield and ultimate strengths by up to 6% and 4%, respectively. Quantitative analysis also revealed that strain ageing treatments can affect the yield-to-ultimate strength ratio, with high pre-strain levels causing the ratio to exceed the limit value of 0.85 specified in current design codes. Although the influence of strain ageing on the strength ratio and ductility was generally consistent across the four categories of structural steels, minor variations were observed in the effect of strain ageing on the yield and ultimate strengths. Based on the test results obtained from the present study and supplementary database collected from the literature, a modified quad-linear stress-strain model considering strain ageing effects (QLMSA) was proposed, accounting for the pre-strain effects on the stress-strain characteristics of low carbon structural steels. The proposed models have been shown to accurately predict the long-term strain ageing effects on the stress-strain behaviour of low-carbon structural steels with nominal yield strengths ranging from 235 MPa to 355 MPa.</div></div>\",\"PeriodicalId\":15557,\"journal\":{\"name\":\"Journal of Constructional Steel Research\",\"volume\":\"231 \",\"pages\":\"Article 109579\"},\"PeriodicalIF\":4.0000,\"publicationDate\":\"2025-04-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Constructional Steel Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0143974X25002573\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Constructional Steel Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0143974X25002573","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Long-term strain ageing effects on low-carbon structural steels
This paper experimentally investigates the long-term strain ageing effects on the stress-strain behaviour of low-carbon structural steels manufactured in both China and Japan. In the experimental programme, the effects of pre-strain levels (ranging from 2% to 8%) and ageing durations (ranging from 7 to 180 days) on yield strength, ultimate strength, yield-to-ultimate strength ratio, and ductility were assessed. The results revealed that increasing the pre-strain level to 8% resulted in enhancements of 54% and 7% in the yield and ultimate tensile strengths, respectively, accompained by a 48.4% reduction in ductility, as indicated by the ultimate strain. Moreover, extending the ageing duration to 90 days led to further increases in the yield and ultimate strengths by up to 6% and 4%, respectively. Quantitative analysis also revealed that strain ageing treatments can affect the yield-to-ultimate strength ratio, with high pre-strain levels causing the ratio to exceed the limit value of 0.85 specified in current design codes. Although the influence of strain ageing on the strength ratio and ductility was generally consistent across the four categories of structural steels, minor variations were observed in the effect of strain ageing on the yield and ultimate strengths. Based on the test results obtained from the present study and supplementary database collected from the literature, a modified quad-linear stress-strain model considering strain ageing effects (QLMSA) was proposed, accounting for the pre-strain effects on the stress-strain characteristics of low carbon structural steels. The proposed models have been shown to accurately predict the long-term strain ageing effects on the stress-strain behaviour of low-carbon structural steels with nominal yield strengths ranging from 235 MPa to 355 MPa.
期刊介绍:
The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.