LONG LIFE FATIGUE STRENGTH OF WELDED JOINTS IN STEEL RAILWAY BRIDGES
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- Sakamoto Kenji
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- Sugimoto Ichiro
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- Ichikawa Atsushi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- Abe Makoto
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- Miki Chitoshi
- 東京工業大学 工学部土木工学科
Bibliographic Information
- Other Title
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- 鋼鉄道橋溶接継手部の長寿命域疲労強度
- コウテツドウキョウ ヨウセツ ツギテブ ノ チョウジュミョウイキ ヒロウ キョ
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Abstract
In steel railway bridges, it is important to evaluate fatigue strength in long life region both for design and maintenance of bridges. There are few fatigue test data of 400-520MPa class steel with long life fatigue test and full scale specimens. Various types of welded joints in ten full scale specimens which included some details of steel railway bridges were tested. Fatigue performances of cover plate, joint of horizontal stiffener, flange gusset and longitudinal bead are discussed, and compare with those of small test specimens data and JSSC S-N curve.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1998 (584), 53-66, 1998-01-21
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680286976000
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- NII Article ID
- 130003982874
- 10001881810
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 4390804
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed