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    Assessment of fatigue cracks in orthotropic steel decks

    New search for: Sugiura, Kunitomo
    New search for: Hashimoto, Kunitaro
    New search for: Oshima, Yoshinobu
    New search for: Yamaguchi, Takashi

    10.1002/stco.200910022.abs

    This study proposes a new “health” evaluation system for fatigue cracks in orthotropic steel bridge decks by measuring the strain changes in the asphalt pavements on steel plate decks. In order to consider the applicability of this system, parametric FE analyses are carried out in which the types of crack, their positions and their lengths are varied. From these analytical results it was discovered that the strain changes in the asphalt pavement on steel plate decks due to the lengths and positions of cracks can be significant enough to be detected.

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    Assessment of fatigue cracks in orthotropic steel decks

    New search for: Sugiura, Kunitomo
    New search for: Hashimoto, Kunitaro
    New search for: Oshima, Yoshinobu
    New search for: Yamaguchi, Takashi

    10.1002/stco.200910022.abs

    This study proposes a new “health” evaluation system for fatigue cracks in orthotropic steel bridge decks by measuring the strain changes in the asphalt pavements on steel plate decks. In order to consider the applicability of this system, parametric FE analyses are carried out in which the types of crack, their positions and their lengths are varied. From these analytical results it was discovered that the strain changes in the asphalt pavement on steel plate decks due to the lengths and positions of cracks can be significant enough to be detected.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Assessment of fatigue cracks in orthotropic steel decks

    New search for: Sugiura, Kunitomo
    New search for: Hashimoto, Kunitaro
    New search for: Oshima, Yoshinobu
    New search for: Yamaguchi, Takashi

    10.1002/stco.200910022.abs

    This study proposes a new “health” evaluation system for fatigue cracks in orthotropic steel bridge decks by measuring the strain changes in the asphalt pavements on steel plate decks. In order to consider the applicability of this system, parametric FE analyses are carried out in which the types of crack, their positions and their lengths are varied. From these analytical results it was discovered that the strain changes in the asphalt pavement on steel plate decks due to the lengths and positions of cracks can be significant enough to be detected.

    Access

    Check access
    Check availability in my library
    Order at Subito €

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    Document information
    Title:

    Assessment of fatigue cracks in orthotropic steel decks

    Contributors:

    Sugiura, Kunitomo (author) / Hashimoto, Kunitaro (author) / Oshima, Yoshinobu (author) / Yamaguchi, Takashi (author)

    Published in:

    Steel Construction ; 2 ; 175-180

    Publication date:

    2009-09-01

    Size:

    6 pages

    ISSN:

    1867-0520 , 1867-0539

    DOI:

    https://doi.org/10.1002/stco.200910022

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    asphalt pavement , crack , orthotropic steel deck , detection , fatigue

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