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    Nonlinear Wind Tunnel Tests of Cable-Supported Bridges

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010::page 04023137-1
    Author:
    Sébastien Maheux
    ,
    J. Peter C. King
    ,
    Ashraf El Damatty
    ,
    Fabio Brancaleoni
    DOI: 10.1061/JSENDH.STENG-12147
    Publisher: ASCE
    Abstract: Following the collapse of the Tacoma Narrows Bridge due to an aeroelastic instability, it has been common practice to test cable-supported bridges in a wind tunnel to check the soundness of bridge designs with respect to wind dynamic actions. Due to their simplicity, versatility and cost effectiveness, section model tests have become the standard approach for testing bridges. More advanced testing techniques, like full-aeroelastic model tests, are only utilized for validation purposes toward the end of the design process. Nevertheless, some generalizations with regard to the behavior of the bridge are necessary in section model tests in order to reach such simplicity. One of them is that they assume a linear structural behavior of the bridge structure. This might be inaccurate for very long cable-supported bridges as the structural behavior of such bridges is governed by their cable system, which is geometrically nonlinear. Considering that span lengths are getting longer, it is believed that it is needed to develop a better understanding of the influence of geometric nonlinearities on the wind response of bridges. Thus, this paper presents an experimental assessment of the effect of structural nonlinearities on the aeroelastic stability and wind response of cable-supported bridges. At first, the development of a new experimental apparatus for nonlinear section model tests of bridges is discussed. Then, the results of nonlinear section model tests conducted using the experimental apparatus are presented. Three different suspension bridge configurations are tested. The first one is for a single-box girder suspension bridge, and the second and third ones are for two twin-box girder suspension bridges having different span lengths. By comparing the results of linear tests to those of nonlinear tests, it is possible to assess the effect of structural nonlinearities. It is found that structural nonlinearities can have an effect on the critical velocity for flutter.
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      Nonlinear Wind Tunnel Tests of Cable-Supported Bridges

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    contributor authorSébastien Maheux
    contributor authorJ. Peter C. King
    contributor authorAshraf El Damatty
    contributor authorFabio Brancaleoni
    date accessioned2023-11-28T00:16:01Z
    date available2023-11-28T00:16:01Z
    date issued8/3/2023 12:00:00 AM
    date issued2023-08-03
    identifier otherJSENDH.STENG-12147.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294142
    description abstractFollowing the collapse of the Tacoma Narrows Bridge due to an aeroelastic instability, it has been common practice to test cable-supported bridges in a wind tunnel to check the soundness of bridge designs with respect to wind dynamic actions. Due to their simplicity, versatility and cost effectiveness, section model tests have become the standard approach for testing bridges. More advanced testing techniques, like full-aeroelastic model tests, are only utilized for validation purposes toward the end of the design process. Nevertheless, some generalizations with regard to the behavior of the bridge are necessary in section model tests in order to reach such simplicity. One of them is that they assume a linear structural behavior of the bridge structure. This might be inaccurate for very long cable-supported bridges as the structural behavior of such bridges is governed by their cable system, which is geometrically nonlinear. Considering that span lengths are getting longer, it is believed that it is needed to develop a better understanding of the influence of geometric nonlinearities on the wind response of bridges. Thus, this paper presents an experimental assessment of the effect of structural nonlinearities on the aeroelastic stability and wind response of cable-supported bridges. At first, the development of a new experimental apparatus for nonlinear section model tests of bridges is discussed. Then, the results of nonlinear section model tests conducted using the experimental apparatus are presented. Three different suspension bridge configurations are tested. The first one is for a single-box girder suspension bridge, and the second and third ones are for two twin-box girder suspension bridges having different span lengths. By comparing the results of linear tests to those of nonlinear tests, it is possible to assess the effect of structural nonlinearities. It is found that structural nonlinearities can have an effect on the critical velocity for flutter.
    publisherASCE
    titleNonlinear Wind Tunnel Tests of Cable-Supported Bridges
    typeJournal Article
    journal volume149
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-12147
    journal fristpage04023137-1
    journal lastpage04023137-20
    page20
    treeJournal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010
    contenttypeFulltext
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