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    Time-Domain Model for Predicting Aerodynamic Loads on a Slender Support Structure for Fatigue Design

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 006
    Author:
    Byungik Chang
    ,
    Partha Sarkar
    ,
    Brent Phares
    DOI: 10.1061/(ASCE)EM.1943-7889.0000122
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a universal model for predicting cyclic aerodynamic loads originating from buffeting, self-excited, and vortex shedding on a slender support structure in the time domain that can be used to predict its fatigue life. To accomplish this development, long-term monitoring was performed on a high mast light pole (HMLP) and the field data were used to validate the developed mathematical model. Wind-tunnel tests were conducted on the dodecagonal (12-sided) cylindrical cross section of the light pole to obtain the necessary aerodynamic parameters such as static force coefficients, Strouhal number, and indicial functions for buffeting that appear in the postulated model. Furthermore, these aerodynamic parameters were cast into a coupled dynamic model for predicting the response of any HMLP in time domain from vortex shedding and buffeting.
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      Time-Domain Model for Predicting Aerodynamic Loads on a Slender Support Structure for Fatigue Design

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    contributor authorByungik Chang
    contributor authorPartha Sarkar
    contributor authorBrent Phares
    date accessioned2017-05-08T21:43:18Z
    date available2017-05-08T21:43:18Z
    date copyrightJune 2010
    date issued2010
    identifier other%28asce%29em%2E1943-7889%2E0000131.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60573
    description abstractThis paper presents the development of a universal model for predicting cyclic aerodynamic loads originating from buffeting, self-excited, and vortex shedding on a slender support structure in the time domain that can be used to predict its fatigue life. To accomplish this development, long-term monitoring was performed on a high mast light pole (HMLP) and the field data were used to validate the developed mathematical model. Wind-tunnel tests were conducted on the dodecagonal (12-sided) cylindrical cross section of the light pole to obtain the necessary aerodynamic parameters such as static force coefficients, Strouhal number, and indicial functions for buffeting that appear in the postulated model. Furthermore, these aerodynamic parameters were cast into a coupled dynamic model for predicting the response of any HMLP in time domain from vortex shedding and buffeting.
    publisherAmerican Society of Civil Engineers
    titleTime-Domain Model for Predicting Aerodynamic Loads on a Slender Support Structure for Fatigue Design
    typeJournal Paper
    journal volume136
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000122
    treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 006
    contenttypeFulltext
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