YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: 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

    Durability Life Prediction of Reinforced Concrete Structure Corroded by Chloride Based on the Gamma Process

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 004::page 04021061-1
    Author:
    Zhenhao Zhang
    ,
    Qinglei Niu
    ,
    Xin Liu
    ,
    Yi Zhang
    ,
    Taisen Zhao
    ,
    Minhan Liu
    DOI: 10.1061/AJRUA6.0001181
    Publisher: ASCE
    Abstract: In this paper, a new method for durability life prediction of reinforced concrete structures in a chlorine-eroded environment is presented based on the Gamma process. The Gamma process model is established based on the simulation data of chloride ion concentration on the surface of reinforced concrete structures, and the life of reinforced concrete structures is predicted. First, according to the chloride diffusion theory, through using the finite difference chloride diffusion model proposed in this paper under the action of multiple factors, a group of reinforced concrete reinforcement surface chloride concentration data are simulated using MATLAB. Similarly, the durability life data of reinforced concrete structures are simulated using the Monte Carlo method. Furthermore, a Gamma process model is developed based on the simulation data, and the life of a reinforced concrete structure is predicted based on the Gamma process. Finally, the correctness of the proposed method is verified through comparing the curve diagram of probability density function of the durability life of the Gamma process and the frequency histogram of the durability life obtained by the Monte Carlo simulation.
    • Download: (1.700Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Durability Life Prediction of Reinforced Concrete Structure Corroded by Chloride Based on the Gamma Process

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4271795
    Collections
    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

    Show full item record

    contributor authorZhenhao Zhang
    contributor authorQinglei Niu
    contributor authorXin Liu
    contributor authorYi Zhang
    contributor authorTaisen Zhao
    contributor authorMinhan Liu
    date accessioned2022-02-01T21:39:46Z
    date available2022-02-01T21:39:46Z
    date issued1/1/2021
    identifier otherAJRUA6.0001181.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271795
    description abstractIn this paper, a new method for durability life prediction of reinforced concrete structures in a chlorine-eroded environment is presented based on the Gamma process. The Gamma process model is established based on the simulation data of chloride ion concentration on the surface of reinforced concrete structures, and the life of reinforced concrete structures is predicted. First, according to the chloride diffusion theory, through using the finite difference chloride diffusion model proposed in this paper under the action of multiple factors, a group of reinforced concrete reinforcement surface chloride concentration data are simulated using MATLAB. Similarly, the durability life data of reinforced concrete structures are simulated using the Monte Carlo method. Furthermore, a Gamma process model is developed based on the simulation data, and the life of a reinforced concrete structure is predicted based on the Gamma process. Finally, the correctness of the proposed method is verified through comparing the curve diagram of probability density function of the durability life of the Gamma process and the frequency histogram of the durability life obtained by the Monte Carlo simulation.
    publisherASCE
    titleDurability Life Prediction of Reinforced Concrete Structure Corroded by Chloride Based on the Gamma Process
    typeJournal Paper
    journal volume7
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0001181
    journal fristpage04021061-1
    journal lastpage04021061-10
    page10
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 004
    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