Basic research on the evaluation of residual axial force of actual bridge high -strength bolts of different bridge types, bolt types, and joint surface treatments
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- Iida Tetsuya
- 瀧上工業株式会社 技術本部 技術企画グループ
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- Sugiura Kunitomo
- 京都大学大学院 工学研究科社会基盤工学専攻
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- Yamaguchi Takashi
- 大阪市立大学大学院 工学研究科都市系専攻
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- Kitane Yasuo
- 京都大学大学院 工学研究科社会基盤工学専攻
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- Oda Hirotaka
- 瀧上工業株式会社 技術本部 技術企画グループ
Bibliographic Information
- Other Title
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- 橋梁形式・ボルト種類・接合面処理が異なる実橋高力ボルトの残存軸力評価に関する基礎的研究
Description
<p>In the design and construction of high-strength bolt friction joints, an axial force reduction due to relaxation is known to occur. This reduction has been supplemented by tightening the bolts with an introduced axial force that is 10% higher than the design axial force. In this study, we focused on the residual axial force of frictional joints of high-strength bolts, and the extracted high-strength bolts from four steel bridges in service considering different bridge types, bolt types, and joint surface treatments to determine whether the residual axial force was maintained as designed. The results of the investigation showed that the residual axial forces from the four bridges were lower than the design values except for some.</p>
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 68A (0), 441-457, 2022
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390854717750559616
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- ISSN
- 1881820X
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- Text Lang
- ja
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- Data Source
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- JaLC
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- Abstract License Flag
- Disallowed