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    Test Method for Determining the Shear Modulus of Elastomeric Bearings

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author:
    Cem Topkaya
    ,
    Joseph A. Yura
    DOI: 10.1061/(ASCE)0733-9445(2002)128:6(797)
    Publisher: American Society of Civil Engineers
    Abstract: The shear modulus of the elastomer is the most important material property related to the behavior of elastomeric bearings used principally at supports in bridges. Current methods for determining the shear modulus usually require small test samples cut from manufactured bearings. Such tests are costly, do not necessarily represent the performance of the full-size bearing, and are destructive. A new shear test method, called the inclined compression test, is reported that is nondestructive and only requires a compression test machine to apply shear to the full-size bearing. The results from the inclined compression test show good correlation with results from an independent full-scale test setup. To develop reliable test procedures various test parameters were evaluated such as testing speed, platen surface conditions, and specimen dimensions. The test results show that the inclined compression method is a practical alternative to more traditional test methods. The new method works very well on bearings reinforced with steel laminates, but plain bearings require cold bonding to attachment plates in order to obtain reliable shear moduli.
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      Test Method for Determining the Shear Modulus of Elastomeric Bearings

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    contributor authorCem Topkaya
    contributor authorJoseph A. Yura
    date accessioned2017-05-08T20:58:24Z
    date available2017-05-08T20:58:24Z
    date copyrightJune 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A6%28797%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33849
    description abstractThe shear modulus of the elastomer is the most important material property related to the behavior of elastomeric bearings used principally at supports in bridges. Current methods for determining the shear modulus usually require small test samples cut from manufactured bearings. Such tests are costly, do not necessarily represent the performance of the full-size bearing, and are destructive. A new shear test method, called the inclined compression test, is reported that is nondestructive and only requires a compression test machine to apply shear to the full-size bearing. The results from the inclined compression test show good correlation with results from an independent full-scale test setup. To develop reliable test procedures various test parameters were evaluated such as testing speed, platen surface conditions, and specimen dimensions. The test results show that the inclined compression method is a practical alternative to more traditional test methods. The new method works very well on bearings reinforced with steel laminates, but plain bearings require cold bonding to attachment plates in order to obtain reliable shear moduli.
    publisherAmerican Society of Civil Engineers
    titleTest Method for Determining the Shear Modulus of Elastomeric Bearings
    typeJournal Paper
    journal volume128
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:6(797)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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