DSpace DSpace 日本語

AIT Associated Repository of Academic Resources >
B.年次報告書 >
B2 耐震実験センター年次報告書 >
Vol.11(2018) >
2.研究論文 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/3568

Title: ボルト定着部の定量的耐荷性能の把握に向けた解析的検討
Other Titles: ボルト テイチャクブ ノ テイリョウテキ タイカ セイノウ ノ ハアク ニ ムケタ カイセキテキ ケントウ)
Analytical study on a quantitative assessment for load-bearing capacity of anchorage zone
Authors: 近藤, 駿光
宗本, 理
KONDO, Toshiki
Issue Date: 31-Oct-2019
Publisher: 愛知工業大学耐震実験センター
Abstract: Many bridges were seriously damaged by the Pacific coast of Tohoku Earthquake in 2011. Especially,bridge restrainer systems on the concrete pier were failed due to the anchorage zone's fracture. In general,it's considered that anchor bolt embedded in concrete is designed based on static load and bolt's fracture. In this paper, we conduct numerical simulations with 3D FEM to a complex phenomenon such as corn failure and bond failure. In order to estimate load-bearing capacity of anchorage zone properly,we proposed mechanical model based on hydrostatic pressure. Consequently,failure condition of anchorage zone under various boundary condition could be simulated well using our proposed mechanical model.
URI: http://hdl.handle.net/11133/3568
Appears in Collections:2.研究論文

Files in This Item:

File Description SizeFormat
耐震11号研究論文27(p103-p112).pdf5.53 MBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.


Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback