Shear resistance of anchor bolt with small free edges in exposed type steel column base

Hayato Asada, Shoichi Kishiki, Satoshi Yamada

Research output: Contribution to journalArticlepeer-review

1 Citation (Scopus)

Abstract

This paper focuses on shear resistance of anchor bolts with deep embedment fastening steel column base to reinforced concrete foundation. The shear loading tests of a single anchor bolt were conducted to discuss effects of edge distance and reinforcements around an anchor bolt on shear capacity. From the test results, it is found that the prediction according to AIJ design provision does not adequately takes into account effects of edge distance in perpendicular to loading direction. Effective reinforcement arrangements to improve shear resistance of an anchor bolt were also investigated.

Original languageEnglish
Pages (from-to)1517-1525
Number of pages9
JournalJournal of Structural and Construction Engineering
Volume75
Issue number654
DOIs
Publication statusPublished - 2010 Aug
Externally publishedYes

Keywords

  • Anchor bolt
  • Concrete edge failure
  • Exposed-type steel column base
  • Shear resistance

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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