A numerical study on the pull-out strengths of anchor bolts embedded in concrete using the smoothed particle hydrodynamics method

研究成果: Chapter in Book/Report/Conference proceedingConference contribution

4 被引用数 (Scopus)

抄録

The strength of an anchor bolt in concrete structure under pull-out load is usually designed by three possible failure modes such as fracture of anchor bolt, cone failure of concrete and bond failure between anchor bolt and concrete. In general, the design load is considered the smallest load corresponding to the aforementioned failure mechanisms. However, unexpected failure often occurs in the anchorage zone due to the complex failure or the change of failure condition. Therefore, it is important to develop the accurate analysis method of ultimate load bearing capacity of the anchor bolt. In this study, we conducted an analytical study using Adaptive Smoothed Particle Hydrodynamics (ASPH) in order to simulate the failure process of anchorage zone and discussed the effect of embedment depth of anchor bolts on their ultimate strength.

本文言語英語
ホスト出版物のタイトルConcrete under Severe Conditions - Environment and Loading
編集者Matteo Colombo, Marco di Prisco
出版社Trans Tech Publications Ltd
ページ1111-1117
ページ数7
ISBN(印刷版)9783035710441
DOI
出版ステータス出版済み - 1 1 2016
イベント8th International Conference on Concrete under Severe Conditions - Environment and Loading, CONSEC 2016 - Lecco, イタリア
継続期間: 9 12 20169 14 2016

出版物シリーズ

名前Key Engineering Materials
711
ISSN(印刷版)1013-9826
ISSN(電子版)1662-9795

その他

その他8th International Conference on Concrete under Severe Conditions - Environment and Loading, CONSEC 2016
国/地域イタリア
CityLecco
Period9/12/169/14/16

All Science Journal Classification (ASJC) codes

  • 材料科学(全般)
  • 材料力学
  • 機械工学

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