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    Optimization of a Weld Overlay on a Plate Structure

    Source: Journal of Pressure Vessel Technology:;2010:;volume( 132 ):;issue: 001::page 11402
    Author:
    John Goldak
    ,
    Jianguo Zhou
    ,
    Stanislav Tchernov
    ,
    Mahyar Asadi
    ,
    Dan Downey
    DOI: 10.1115/1.4000511
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An overlay weld repair procedure on a 1066.8×1066.8 mm2 square plate 25.4 mm thick was simulated to compute the 3D transient temperature, microstructure, strain, stress, and displacement of the overlay weld repair procedure. The application for the overlay was the repair of cavitation erosion damage on a large Francis turbine used in a hydroelectric project. The overlay weld consisted of a 4×6 pattern of 100×100 mm2 squares. Each square was covered by 15 weld passes. Each weld pass was 100 mm long. The total length of weld in the six squares was 36 m. The welds in each square were oriented either front-to-back or left-to-right. The welding process was shielded metal arc. The analysis shows that alternating the welding direction in each square produces the least distortion. A delay time of 950 s between the end of one weld pass and the start of the next weld pass was imposed to meet the requirement of a maximum interpass temperature to 50°C.
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      Optimization of a Weld Overlay on a Plate Structure

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    contributor authorJohn Goldak
    contributor authorJianguo Zhou
    contributor authorStanislav Tchernov
    contributor authorMahyar Asadi
    contributor authorDan Downey
    date accessioned2017-05-09T00:40:38Z
    date available2017-05-09T00:40:38Z
    date copyrightFebruary, 2010
    date issued2010
    identifier issn0094-9930
    identifier otherJPVTAS-28525#011402_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/144721
    description abstractAn overlay weld repair procedure on a 1066.8×1066.8 mm2 square plate 25.4 mm thick was simulated to compute the 3D transient temperature, microstructure, strain, stress, and displacement of the overlay weld repair procedure. The application for the overlay was the repair of cavitation erosion damage on a large Francis turbine used in a hydroelectric project. The overlay weld consisted of a 4×6 pattern of 100×100 mm2 squares. Each square was covered by 15 weld passes. Each weld pass was 100 mm long. The total length of weld in the six squares was 36 m. The welds in each square were oriented either front-to-back or left-to-right. The welding process was shielded metal arc. The analysis shows that alternating the welding direction in each square produces the least distortion. A delay time of 950 s between the end of one weld pass and the start of the next weld pass was imposed to meet the requirement of a maximum interpass temperature to 50°C.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOptimization of a Weld Overlay on a Plate Structure
    typeJournal Paper
    journal volume132
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.4000511
    journal fristpage11402
    identifier eissn1528-8978
    treeJournal of Pressure Vessel Technology:;2010:;volume( 132 ):;issue: 001
    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
    yabeshDSpacePersian