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  1. 紀要掲載論文
  2. 北見工業大学研究報告
  3. Vol.26

Analysis of surface deterioration of Concrete in Cold Sea Environment by Reliability Analysis

https://kitami-it.repo.nii.ac.jp/records/6721
https://kitami-it.repo.nii.ac.jp/records/6721
9ddebd98-02fb-4f24-a7b8-1419bb814004
名前 / ファイル ライセンス アクション
26-1-4.pdf 26-1-4.pdf (6.1 MB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2007-04-09
タイトル
タイトル Analysis of surface deterioration of Concrete in Cold Sea Environment by Reliability Analysis
言語 en
言語
言語 eng
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ departmental bulletin paper
著者 Hiroshi, SAKURAI

× Hiroshi, SAKURAI

WEKO 33886

en Hiroshi, SAKURAI

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Koichi, AYUTA

× Koichi, AYUTA

WEKO 33887

en Koichi, AYUTA

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Noboru, SAEKI

× Noboru, SAEKI

WEKO 33888

en Noboru, SAEKI

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Kaneyoshi, OKADA

× Kaneyoshi, OKADA

WEKO 33889

en Kaneyoshi, OKADA

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Makoto, ABE

× Makoto, ABE

WEKO 33890

en Makoto, ABE

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Yoshio, FUJITA

× Yoshio, FUJITA

WEKO 33891

en Yoshio, FUJITA

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Hiroshi, SAKURAI

× Hiroshi, SAKURAI

WEKO 33892

en Hiroshi, SAKURAI

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Koichi, AYUTA

× Koichi, AYUTA

WEKO 33893

en Koichi, AYUTA

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Noboru, SAEKI

× Noboru, SAEKI

WEKO 33894

en Noboru, SAEKI

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Kaneyoshi, OKADA

× Kaneyoshi, OKADA

WEKO 33895

en Kaneyoshi, OKADA

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Makoto, ABE

× Makoto, ABE

WEKO 33896

en Makoto, ABE

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Yoshio, FUJITA

× Yoshio, FUJITA

WEKO 33897

en Yoshio, FUJITA

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抄録
内容記述タイプ Abstract
内容記述 Predictions of the service life of concrete structures are an important part of maintenance,management,and durability design. One essential aspect of this is deterioration prediction. The purpose of this study is to theoretically examine the question of deterioration prediction using reliability theory. As an example, reliability theory is applied to the problem of scaling using survey data taken from exposure tests in a cold marine environment. The exposed specimens have a concrete cover of 80 mm, and the scaling deterioration limit is assumed to be 20 mm. Hazard levels are set up at 1/10 and 1/20 of this limit,corresponding to 2 mm and 1 mm, respectively.  From this examination, we conclude that the Weibull distribution gives the best fit to the frequency distribution of scaling that exceeds the hazard level in depth. Covariate variables of the reliability function were extracted, and water-cement ratio and Fe_2O_3 were selected for study since their significance level was within 1%. The coefficient for water-cement ratio was found to be negative, while that for Fe_2O_3 was positive. The time taken for scaling to reach the hazard level was found to be approximately the same as required to reach the 50 %reliability level, thus confirming the validity of this method of reliability analysis
言語 en
書誌情報 ja : 北見工業大学研究報告

巻 26, 号 1, p. 29-43, 発行日 1994-09
フォーマット
内容記述タイプ Other
内容記述 application/pdf
著者版フラグ
言語 en
値 publisher
出版者
出版者 北見工業大学
言語 ja
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