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    UL Formulation for Corrosion Effect on Cable State

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
    Author:
    Huang Juan
    ,
    Wang Ronghui
    ,
    Tang Liqun
    DOI: 10.1061/JHTRCQ.0000269
    Publisher: American Society of Civil Engineers
    Abstract: As those are typical cable characteristics that steel cables are susceptible to corrosion and tend to stress relaxation after long term service, it is essential to take those damage characteristics into account in structural analysis to obtain actual behavior of cable in service. By introducing Lemaitre’s equivalent strain principle and geometrical damage theory, the corrosion mechanism of cable was described by rational discount of the modulus of elasticity. A UL formulation for cable state was formulated after solving the boundary problem with the governing differential equation of the servicing cable. It is shown that corrosion and stress relaxation effects should not be ignored in the determination of in service cable state to ensure safety of the existing cable structures. With the proposed method, cable corrosion as well as stress relaxation has been taken into consideration, which leads to good precision and can meet the engineering requirements.
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      UL Formulation for Corrosion Effect on Cable State

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70832
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorHuang Juan
    contributor authorWang Ronghui
    contributor authorTang Liqun
    date accessioned2017-05-08T22:05:04Z
    date available2017-05-08T22:05:04Z
    date copyrightJune 2009
    date issued2009
    identifier otherjhtrcq%2E0000269.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70832
    description abstractAs those are typical cable characteristics that steel cables are susceptible to corrosion and tend to stress relaxation after long term service, it is essential to take those damage characteristics into account in structural analysis to obtain actual behavior of cable in service. By introducing Lemaitre’s equivalent strain principle and geometrical damage theory, the corrosion mechanism of cable was described by rational discount of the modulus of elasticity. A UL formulation for cable state was formulated after solving the boundary problem with the governing differential equation of the servicing cable. It is shown that corrosion and stress relaxation effects should not be ignored in the determination of in service cable state to ensure safety of the existing cable structures. With the proposed method, cable corrosion as well as stress relaxation has been taken into consideration, which leads to good precision and can meet the engineering requirements.
    publisherAmerican Society of Civil Engineers
    titleUL Formulation for Corrosion Effect on Cable State
    typeJournal Paper
    journal volume4
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000269
    treeJournal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
    contenttypeFulltext
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