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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
http://hdl.handle.net/2237/259367ee8e6a0-b220-49dd-a49a-adfd4e4eb736
名前 / ファイル | ライセンス | アクション |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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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 | |||||
言語 | en | |||||
著者 |
Kader, MA
× Kader, MA× Kitane, Y× Itoh, Y |
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アクセス権 | ||||||
アクセス権 | open access | |||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||
権利 | ||||||
言語 | en | |||||
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 | ||||||
内容記述タイプ | Abstract | |||||
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. | |||||
言語 | en | |||||
出版者 | ||||||
出版者 | OMICS International | |||||
言語 | en | |||||
言語 | ||||||
言語 | eng | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
DOI | ||||||
関連タイプ | isVersionOf | |||||
識別子タイプ | DOI | |||||
関連識別子 | https://doi.org/10.4172/2165-784X.1000239 | |||||
ISSN | ||||||
収録物識別子タイプ | EISSN | |||||
収録物識別子 | 2165-784X | |||||
書誌情報 |
en : Journal of Civil Environmental Engineering 巻 6, 号 4, p. 239-239, 発行日 2015-07 |
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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 |