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

Research output: Chapter in Book/Report/Conference proceedingConference contribution

3 Citations (Scopus)

Abstract

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.

Original languageEnglish
Title of host publicationConcrete under Severe Conditions - Environment and Loading
EditorsMatteo Colombo, Marco di Prisco
PublisherTrans Tech Publications Ltd
Pages1111-1117
Number of pages7
ISBN (Print)9783035710441
DOIs
Publication statusPublished - Jan 1 2016
Event8th International Conference on Concrete under Severe Conditions - Environment and Loading, CONSEC 2016 - Lecco, Italy
Duration: Sep 12 2016Sep 14 2016

Publication series

NameKey Engineering Materials
Volume711
ISSN (Print)1013-9826
ISSN (Electronic)1662-9795

Other

Other8th International Conference on Concrete under Severe Conditions - Environment and Loading, CONSEC 2016
CountryItaly
CityLecco
Period9/12/169/14/16

All Science Journal Classification (ASJC) codes

  • Materials Science(all)
  • Mechanics of Materials
  • Mechanical Engineering

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