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    Fatigue of Steel‐Reinforced Elastomeric Bearings

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author:
    Charles W. Roeder
    ,
    John F. Stanton
    ,
    Andrew W. Taylor
    DOI: 10.1061/(ASCE)0733-9445(1990)116:2(407)
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue is an important design criterion for elastomeric bearings, but it is not well understood. This paper examines the design methods currently in use for controlling fatigue. Twenty‐six fatigue tests were performed to evaluate the design methods, and the results are described here. The bearings were tested in cyclic shear or compression. Fatigue cracks formed in the rubber near the steel reinforcement, and they sometimes grew to a significant depth. The important parameters affecting fatigue life are described. Rates of crack growth and location of cracking are presented, and they are correlated with load rate, mean loading, load range, and the material properties. A design method for improving fatigue behavior is then proposed.
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      Fatigue of Steel‐Reinforced Elastomeric Bearings

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    contributor authorCharles W. Roeder
    contributor authorJohn F. Stanton
    contributor authorAndrew W. Taylor
    date accessioned2017-05-08T20:53:37Z
    date available2017-05-08T20:53:37Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A2%28407%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30777
    description abstractFatigue is an important design criterion for elastomeric bearings, but it is not well understood. This paper examines the design methods currently in use for controlling fatigue. Twenty‐six fatigue tests were performed to evaluate the design methods, and the results are described here. The bearings were tested in cyclic shear or compression. Fatigue cracks formed in the rubber near the steel reinforcement, and they sometimes grew to a significant depth. The important parameters affecting fatigue life are described. Rates of crack growth and location of cracking are presented, and they are correlated with load rate, mean loading, load range, and the material properties. A design method for improving fatigue behavior is then proposed.
    publisherAmerican Society of Civil Engineers
    titleFatigue of Steel‐Reinforced Elastomeric Bearings
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:2(407)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    contenttypeFulltext
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