EFFECT OF TRANSVERSE REINFORCEMENT ON BOND SPLIT FAILURE STRENGTH OF LAPPED SPLICES IN HIGH-STRENGTH CONCRETE

• KADORIKU Junichi

  Institute Technology, Shimizu Corporation

Bibliographic Information

Other Title

• 高強度コンクリート中の重ね継手の付着割裂強度に対する横補強筋の影響に関する研究
• コウ キョウド コンクリートチュウ ノ カサネ ツギテ ノ フチャク カツレツ

Abstract

This paper presents an equation to calculate the bond split strength of lapped splicesin high-strength concrete. Results based on 8 beams and 34 pull out type testare presented. Main variables were amount and spacing of transverse reinforcements and concrete strength. It is shown that bond split strength of lapped splices is influenced by the amount and spacing of transverse reinforcement, and by concrete strength, and that an increase of bond split strength by concrete strength is influenced by the amount of transverse reinforcement. A proposed equation shows a good agreement with experimental results.

Journal

• Journal of Structural and Construction Engineering (Transactions of AIJ)

  Journal of Structural and Construction Engineering (Transactions of AIJ) 59 (455), 167-174, 1994

  Architectural Institute of Japan

Keywords

• lap splices
• bond split
• test
• high-strength concrete
• transverse reinforcement

Details

• CRID: 1390001205604111232
• NII Article ID: 110004302732
• NII Article ID: 10003111724
• NII Book ID: AN10438559
• DOI: 10.3130/aijs.59.167
• ISSN: 18818153
• ISSN: 13404202
• NDL BIB ID: 3861983
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I3861983
• Web Site: https://www.jstage.jst.go.jp/article/aijs/59/455/59_KJ00004099710/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed