STUDIES OF BOLTED FRICTIONAL-SLIPPAGE CONNECTION

Part 2 Experiments of frictional-slippage connection using copper alloy sliding plates

研究成果: ジャーナルへの寄稿記事

抄録

The dynamic loading test was conducted using the bolted frictional slippage connection specimens that sandwiched copper alloy sliding plates in order to investigate frictional slipping behavior such as the variation of slip coefficient while slipping and the influence of the initial bolt tension to the kinetic slip coefficient. As the result, specimens using brass sliding plates showed stable enough frictional slipping behavior rather than other sliding plates and negative correlation between kinetic slip coefficient and initial bolt tension. In this paper, in order to predict the slip coefficient of the brass-using specimen, Chapman's nonlinear regression equation was used and its regression coefficients were obtained using nonlinear least squares fitting. This equitation predicted varying slip coefficient of specimens approximately.
元の言語英語
ページ(範囲)119-123
ページ数5
ジャーナルJournal of Structural and Construction Engineering
69
発行部数579
DOI
出版物ステータス出版済み - 2004

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Copper alloys
Brass
Bolts
Kinetics
Experiments

これを引用

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title = "STUDIES OF BOLTED FRICTIONAL-SLIPPAGE CONNECTION: Part 2 Experiments of frictional-slippage connection using copper alloy sliding plates",
abstract = "The dynamic loading test was conducted using the bolted frictional slippage connection specimens that sandwiched copper alloy sliding plates in order to investigate frictional slipping behavior such as the variation of slip coefficient while slipping and the influence of the initial bolt tension to the kinetic slip coefficient. As the result, specimens using brass sliding plates showed stable enough frictional slipping behavior rather than other sliding plates and negative correlation between kinetic slip coefficient and initial bolt tension. In this paper, in order to predict the slip coefficient of the brass-using specimen, Chapman's nonlinear regression equation was used and its regression coefficients were obtained using nonlinear least squares fitting. This equitation predicted varying slip coefficient of specimens approximately.",
author = "Tomokazu Yoshioka",
year = "2004",
doi = "10.3130/aijs.69.119_2",
language = "English",
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journal = "Journal of Structural and Construction Engineering",
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N2 - The dynamic loading test was conducted using the bolted frictional slippage connection specimens that sandwiched copper alloy sliding plates in order to investigate frictional slipping behavior such as the variation of slip coefficient while slipping and the influence of the initial bolt tension to the kinetic slip coefficient. As the result, specimens using brass sliding plates showed stable enough frictional slipping behavior rather than other sliding plates and negative correlation between kinetic slip coefficient and initial bolt tension. In this paper, in order to predict the slip coefficient of the brass-using specimen, Chapman's nonlinear regression equation was used and its regression coefficients were obtained using nonlinear least squares fitting. This equitation predicted varying slip coefficient of specimens approximately.

AB - The dynamic loading test was conducted using the bolted frictional slippage connection specimens that sandwiched copper alloy sliding plates in order to investigate frictional slipping behavior such as the variation of slip coefficient while slipping and the influence of the initial bolt tension to the kinetic slip coefficient. As the result, specimens using brass sliding plates showed stable enough frictional slipping behavior rather than other sliding plates and negative correlation between kinetic slip coefficient and initial bolt tension. In this paper, in order to predict the slip coefficient of the brass-using specimen, Chapman's nonlinear regression equation was used and its regression coefficients were obtained using nonlinear least squares fitting. This equitation predicted varying slip coefficient of specimens approximately.

U2 - 10.3130/aijs.69.119_2

DO - 10.3130/aijs.69.119_2

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JO - Journal of Structural and Construction Engineering

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