YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Experimental Research on Fatigue Performance of Corroded Q690 High-Strength Steel

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011::page 04021304-1
    Author:
    Hongchao Guo
    ,
    Huanhuan Wei
    ,
    Guoqiang Li
    ,
    Yanbo Wang
    DOI: 10.1061/(ASCE)MT.1943-5533.0003929
    Publisher: ASCE
    Abstract: To study the antifatigue performance of Q690 high-strength steel in the ocean splash zone, indoor accelerated corrosion tests and high-cycle fatigue tests were carried out, and the S-N curves of different corrosion specimens were fitted. The law of fatigue crack growth was determined using a scanning electron microscope. The results showed that as the degree of corrosion damage increased, the surface of steel lost its metallic luster, and reddish-brown layered corrosives gradually formed. After 100 days of corrosion, the rust rate and corrosion depth rate of specimens were 7.21% and 1.342  mm/year, respectively. Under cyclic loading, the fatigue limit value of corrosion specimens was reduced by 38.89% due to the influence of external corrosion damage, which accelerates the fatigue performance degradation rates of specimens. The damage index can reflect the crack distribution law of failure fracture. When the stress level increases, the number of fatigue bands decreases, and the damage accumulation increases. The research results are of great significance for the fatigue failure prediction and reliability analysis of Q690 high-strength steel.
    • Download: (3.027Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Experimental Research on Fatigue Performance of Corroded Q690 High-Strength Steel

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4272592
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorHongchao Guo
    contributor authorHuanhuan Wei
    contributor authorGuoqiang Li
    contributor authorYanbo Wang
    date accessioned2022-02-01T22:05:25Z
    date available2022-02-01T22:05:25Z
    date issued11/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003929.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272592
    description abstractTo study the antifatigue performance of Q690 high-strength steel in the ocean splash zone, indoor accelerated corrosion tests and high-cycle fatigue tests were carried out, and the S-N curves of different corrosion specimens were fitted. The law of fatigue crack growth was determined using a scanning electron microscope. The results showed that as the degree of corrosion damage increased, the surface of steel lost its metallic luster, and reddish-brown layered corrosives gradually formed. After 100 days of corrosion, the rust rate and corrosion depth rate of specimens were 7.21% and 1.342  mm/year, respectively. Under cyclic loading, the fatigue limit value of corrosion specimens was reduced by 38.89% due to the influence of external corrosion damage, which accelerates the fatigue performance degradation rates of specimens. The damage index can reflect the crack distribution law of failure fracture. When the stress level increases, the number of fatigue bands decreases, and the damage accumulation increases. The research results are of great significance for the fatigue failure prediction and reliability analysis of Q690 high-strength steel.
    publisherASCE
    titleExperimental Research on Fatigue Performance of Corroded Q690 High-Strength Steel
    typeJournal Paper
    journal volume33
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003929
    journal fristpage04021304-1
    journal lastpage04021304-10
    page10
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian