STUDY ON CORROSION FACTORS OF WEATHERING STEEL BRIDGES BASED ON ON-SITE OBSERVATIONS
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- ASO Toshihiko
- 山口大学大学院 理工学研究科社会建設工学専攻
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- GOTO Satoshi
- 宇部興産機械(株) 橋梁・鉄構設計
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- TABATA Hikaru
- 山口大学大学院 理工学研究科
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- MIYAMOTO Ayaho
- 山口大学大学院 理工学研究科環境共生工学専攻
Bibliographic Information
- Other Title
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- 実橋調査に基づく耐候性鋼橋梁の腐食要因とさびレベル推定に関する検討
Description
In order to use the corrosive protection characteristic of a weathering steel bridge effectively, it is very important to understand the corrosion factor and rust mechanism. In this paper, the relationship between rust level of weathering steel bridge and structural property, geographical data and meteorological factors was analyzed. From the results of Quantification Method 1, rust level is influenced by not only distance from shore but also rainy days and average temperature. Prediction of rust level using regression coefficients obtained from Quantification Method 1 was also carried out. Estimated rust level was suited well for the investigation results of bridges in Kyushu-Yamaguchi region.
Journal
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- Doboku Gakkai Ronbunshuu F
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Doboku Gakkai Ronbunshuu F 63 (4), 460-468, 2007
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680229933184
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- NII Article ID
- 130004943210
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- ISSN
- 18806074
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed