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  1. B200 工学部/工学研究科
  2. B200a 雑誌掲載論文
  3. 学術雑誌

Effect of Bolt-Hole Position Errors on the Strength of Bearing-Type Multi- Row Bolted Connection of FRP Composite Members

http://hdl.handle.net/2237/25936
7ee8e6a0-b220-49dd-a49a-adfd4e4eb736
名前 / ファイル ライセンス アクション
1-6.pdf 1-6.pdf (1.0 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2017-04-11
タイトル
タイトル Effect of Bolt-Hole Position Errors on the Strength of Bearing-Type Multi- Row Bolted Connection of FRP Composite Members
著者 Kader, MA

× Kader, MA

WEKO 70504

Kader, MA

Search repository
Kitane, Y

× Kitane, Y

WEKO 70505

Kitane, Y

Search repository
Itoh, Y

× Itoh, Y

WEKO 70506

Itoh, Y

Search repository
権利
権利情報 © 2015 Kader MA, et al. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
キーワード
主題Scheme Other
主題 Bolt-hole position
キーワード
主題Scheme Other
主題 FRP composite
キーワード
主題Scheme Other
主題 Latin hypercube sampling
キーワード
主題Scheme Other
主題 Bearing-type connection
キーワード
主題Scheme Other
主題 Progressive damage analysis
キーワード
主題Scheme Other
主題 Ultimate strength
抄録
内容記述 The aim of the study is to evaluate the effect of bolt-hole position errors on the strength of bearing-type multi-row bolted connections with a double-lap configuration of fiber reinforced polymer composite members. To simulate errors in positioning bolt-holes in the loading direction of connections, the statistical technique of sampling known as Latin hypercube sampling has been adopted in this study. In the Latin hypercube sampling, the distribution is obtained using the results of goodness of fit tests. It has been seen from the goodness of fit tests that the strength of the two- to fourrow bolted connections with steel cover plates and two-row bolted connection with FRP cover Plates can be modeled by using the normal distribution and the three and four-row bolted connections with FRP cover plates can be modeled by using the Weibull distribution with a significance level of 0.05. The strength of bolted connections is obtained by performing progressive damage analysis of the connections numerically. The statistical analyses show that the bolt-hole positioning errors have significant effect on the strength of the bolted connections, and that the strength can either increase or decrease with a larger probability to decrease. Connections with steel cover plates are more sensitive to bolt-hole position errors than those with FRP cover plates. Ninety five percent non-exceedance strength of the connection with FRP cover plates is about 85% of the connection with bolt positions perfectly aligned, that of the connection with steel cover plates is about 71% of the perfect bolt position case.
内容記述タイプ Abstract
出版者
出版者 OMICS International
言語
言語 eng
資源タイプ
資源タイプresource http://purl.org/coar/resource_type/c_6501
タイプ journal article
ISSN
収録物識別子タイプ ISSN
収録物識別子 2165-784X
書誌情報 Journal of Civil Environmental Engineering

巻 6, 号 4, p. 239-239, 発行日 2015-07
著者版フラグ
値 publisher
URI
識別子 http://doi.org/10.4172/2165-784X.1000239
識別子タイプ DOI
URI
識別子 http://hdl.handle.net/2237/25936
識別子タイプ HDL
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