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    Bolted Steel Connections: Tests on T-Stub Components

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    James A. Swanson
    ,
    Roberto T. Leon
    DOI: 10.1061/(ASCE)0733-9445(2000)126:1(50)
    Publisher: American Society of Civil Engineers
    Abstract: The results of tests on 48 T-stub specimens are presented and discussed. These tests were carried out as part of a SAC Phase II project in order to provide insight into the behavior, failure modes, and ductility of these components. The main variables tested include the size of the T-stub, the gauges of the bolts, and the type and diameter of the bolts. The primary intent was to develop a large database to calibrate simplified models suitable for design. In order to develop these models, a comprehensive instrumentation system that could identify the different components of deformation in the individual T-stubs was utilized. Most of the T-stubs failed by net section fracture through the stem and by tension fracture of the bolts, but generally the failure was after significant plastification had occurred. Other failure modes observed included bolt shear and block shear. The results indicate that current design equations provide conservative estimates of the ultimate strength of the T-stubs but that they are not necessarily good predictors of the governing failure modes.
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      Bolted Steel Connections: Tests on T-Stub Components

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33277
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    contributor authorJames A. Swanson
    contributor authorRoberto T. Leon
    date accessioned2017-05-08T20:57:31Z
    date available2017-05-08T20:57:31Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-9445%282000%29126%3A1%2850%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33277
    description abstractThe results of tests on 48 T-stub specimens are presented and discussed. These tests were carried out as part of a SAC Phase II project in order to provide insight into the behavior, failure modes, and ductility of these components. The main variables tested include the size of the T-stub, the gauges of the bolts, and the type and diameter of the bolts. The primary intent was to develop a large database to calibrate simplified models suitable for design. In order to develop these models, a comprehensive instrumentation system that could identify the different components of deformation in the individual T-stubs was utilized. Most of the T-stubs failed by net section fracture through the stem and by tension fracture of the bolts, but generally the failure was after significant plastification had occurred. Other failure modes observed included bolt shear and block shear. The results indicate that current design equations provide conservative estimates of the ultimate strength of the T-stubs but that they are not necessarily good predictors of the governing failure modes.
    publisherAmerican Society of Civil Engineers
    titleBolted Steel Connections: Tests on T-Stub Components
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2000)126:1(50)
    treeJournal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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