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    Structural Analysis of a Roof Extracted from a Wind Turbine Blade

    Source: Journal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 004
    Author:
    T. Russell Gentry
    ,
    Tristan Al-Haddad
    ,
    Lawrence C. Bank
    ,
    Franco R. Arias
    ,
    Angela Nagle
    ,
    Paul Leahy
    DOI: 10.1061/(ASCE)AE.1943-5568.0000440
    Publisher: ASCE
    Abstract: The objective of this research is to demonstrate that parts of decommissioned wind turbine blades can be repurposed for infrastructure applications for a sustainable future of the wind power industry. The purpose of this paper was to develop a methodology to conduct detailed structural engineering design of composite material parts extracted from wind turbine blades. A large section extracted from a 100-m long blade was repurposed as a roof for a small (approximately 40 m2) single-story masonry house. Geometric and material properties were taken from the blade design documents. A three-dimensional graphical model was created from the exterior surface and material layups. The roof was designed using the load and resistance factor design method familiar to civil engineers. Analysis of stresses and defections was conducted using hand calculations and the finite element method. The results of the analyses showed that the roof is within code mandated stress and deflection limits. The methodology developed could be applied to other wind blade repurposing concepts.
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      Structural Analysis of a Roof Extracted from a Wind Turbine Blade

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4268331
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    contributor authorT. Russell Gentry
    contributor authorTristan Al-Haddad
    contributor authorLawrence C. Bank
    contributor authorFranco R. Arias
    contributor authorAngela Nagle
    contributor authorPaul Leahy
    date accessioned2022-01-30T21:30:37Z
    date available2022-01-30T21:30:37Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29AE.1943-5568.0000440.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268331
    description abstractThe objective of this research is to demonstrate that parts of decommissioned wind turbine blades can be repurposed for infrastructure applications for a sustainable future of the wind power industry. The purpose of this paper was to develop a methodology to conduct detailed structural engineering design of composite material parts extracted from wind turbine blades. A large section extracted from a 100-m long blade was repurposed as a roof for a small (approximately 40 m2) single-story masonry house. Geometric and material properties were taken from the blade design documents. A three-dimensional graphical model was created from the exterior surface and material layups. The roof was designed using the load and resistance factor design method familiar to civil engineers. Analysis of stresses and defections was conducted using hand calculations and the finite element method. The results of the analyses showed that the roof is within code mandated stress and deflection limits. The methodology developed could be applied to other wind blade repurposing concepts.
    publisherASCE
    titleStructural Analysis of a Roof Extracted from a Wind Turbine Blade
    typeJournal Paper
    journal volume26
    journal issue4
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000440
    page9
    treeJournal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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