DSpace DSpace 日本語
 

AIT Associated Repository of Academic Resources >
A.研究報告 >
A1 愛知工業大学研究報告 >
4.愛知工業大学研究報告 (2008-) >
54号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/3489

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
MUNEMOTO, Satoru
Issue Date: 31-Mar-2019
Publisher: 愛知工業大学
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/11133/3489
Appears in Collections:54号

Files in This Item:

File Description SizeFormat
紀要54号(p90-p99).pdf1.58 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