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    Measurement of Local Deformations in Steel Monostrands Using Digital Image Correlation

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 010
    Author:
    Jan
    ,
    Winkler
    ,
    Gregor
    ,
    Fischer
    ,
    Christos T.
    ,
    Georgakis
    DOI: 10.1061/(ASCE)BE.1943-5592.0000615
    Publisher: American Society of Civil Engineers
    Abstract: The local deformation mechanisms in steel monostrands have a significant influence on their fatigue life and failure mode. However, the observation and quantification of deformations in monostrands experiencing axial and transverse deformations is challenging because of their complex geometry, difficulties with the placement of strain gauges in the vicinity of the anchorage, and, most importantly, the relatively small magnitude of deformation occurring in the monostrand. This paper focuses on the measurement of localized deformations in high-strength steel monostrands using the digital image correlation (DIC) technique. The presented technique enables the measurement of individual wire strains along the length of the monostrand and also provides quantitative information on the relative movement between individual wires, leading to a more in-depth understanding of the underlying fatigue mechanisms. To validate the proposed image-based measurement method, two different tests were performed, with the one correlation method showing good agreement. Data collected from the DIC technique creates a basis for the analysis of the fretting and localized bending behavior of the monostrand and provides relevant information on the internal state of displacement of the monostrand under bending load.
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      Measurement of Local Deformations in Steel Monostrands Using Digital Image Correlation

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/71205
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    • Journal of Bridge Engineering

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    contributor authorJan
    contributor authorWinkler
    contributor authorGregor
    contributor authorFischer
    contributor authorChristos T.
    contributor authorGeorgakis
    date accessioned2017-05-08T22:05:44Z
    date available2017-05-08T22:05:44Z
    date copyrightOctober 2014
    date issued2014
    identifier other23454079.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71205
    description abstractThe local deformation mechanisms in steel monostrands have a significant influence on their fatigue life and failure mode. However, the observation and quantification of deformations in monostrands experiencing axial and transverse deformations is challenging because of their complex geometry, difficulties with the placement of strain gauges in the vicinity of the anchorage, and, most importantly, the relatively small magnitude of deformation occurring in the monostrand. This paper focuses on the measurement of localized deformations in high-strength steel monostrands using the digital image correlation (DIC) technique. The presented technique enables the measurement of individual wire strains along the length of the monostrand and also provides quantitative information on the relative movement between individual wires, leading to a more in-depth understanding of the underlying fatigue mechanisms. To validate the proposed image-based measurement method, two different tests were performed, with the one correlation method showing good agreement. Data collected from the DIC technique creates a basis for the analysis of the fretting and localized bending behavior of the monostrand and provides relevant information on the internal state of displacement of the monostrand under bending load.
    publisherAmerican Society of Civil Engineers
    titleMeasurement of Local Deformations in Steel Monostrands Using Digital Image Correlation
    typeJournal Paper
    journal volume19
    journal issue10
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000615
    treeJournal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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