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  1. 紀要掲載論文
  2. 北見工業大学研究報告
  3. Vol.25

The service life prediction of concrete in cold region by model specimen and reliability theory.

https://kitami-it.repo.nii.ac.jp/records/6703
https://kitami-it.repo.nii.ac.jp/records/6703
9dcd0ed4-42ba-4b86-9e1f-624303e41026
名前 / ファイル ライセンス アクション
25-1-8.pdf 25-1-8.pdf (3.3 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 The service life prediction of concrete in cold region by model specimen and reliability theory.
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 33814

en Hiroshi, SAKURAI

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Koichi, AYUTA

× Koichi, AYUTA

WEKO 33815

en Koichi, AYUTA

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Noboru, SAEKI

× Noboru, SAEKI

WEKO 33816

en Noboru, SAEKI

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Kaneyoshi, OKADA

× Kaneyoshi, OKADA

WEKO 33817

en Kaneyoshi, OKADA

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Hiroaki, ARAI

× Hiroaki, ARAI

WEKO 33818

en Hiroaki, ARAI

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Hiroshi, SAKURAI

× Hiroshi, SAKURAI

WEKO 33819

en Hiroshi, SAKURAI

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Koichi, AYUTA

× Koichi, AYUTA

WEKO 33820

en Koichi, AYUTA

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Noboru, SAEKI

× Noboru, SAEKI

WEKO 33821

en Noboru, SAEKI

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Kaneyoshi, OKADA

× Kaneyoshi, OKADA

WEKO 33822

en Kaneyoshi, OKADA

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Hiroaki, ARAI

× Hiroaki, ARAI

WEKO 33823

en Hiroaki, ARAI

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抄録
内容記述タイプ Abstract
内容記述 The purpose of this study is to examine how durability can be evaluated and deterioration estimated for reinforced concrete structual members in a cold environment. Under such conditions, concrete components suffer frost damage and steel corrosion. Model specimens of size 10×10×40 cm were developed ; these are suitable for rapid freez-thaw tests according to ASTM C 666, exposure testing, and load testing. Case studies were carried out in which many external factors. From the data obtained, an evaluation of the durability of concrete was induced by using a reliability function (R(t)). In the case of a water-cement ratio of 45 %,the reliability in the case of set-up ratio to initial ultimate strength becomes unreliable ? that is,the reliability falls below the assumed set-up ratio of 0.95 by neary 0.85%?at about 300 cycles.  In the case of a water-cement ratio of 45 %,the reliability in the case of set-up ratio to initial ultrasonic velocity becomes unreliable?that is, the reliability falls below the assumed set-up ratio of 0.90 by neary 70%?at about 300 cycles. Thus,the durability of cocrete is influenced by the number of freeze-thaw cycles.
言語 en
書誌情報 ja : 北見工業大学研究報告

巻 25, 号 1, p. 71-79, 発行日 1993-09
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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