EXPERIMENTAL STUDY ON ELASTIC-PLASTIC FLEXURAL BEHAVIOR OF COMPOSITE BEAM BY BURRING SHEAR CONNECTOR AND PERFOBOND-RIB SHEAR CONNECTOR

• TANAKA Teruhisa

  福岡大学工学部建築学科

• SAKAI Junichi

  福岡大学工学部建築学科

• KAWANO Akihiko

  九州大学人間環境学研究院

Bibliographic Information

Other Title

• バーリングシアコネクタおよび孔あき鋼板ジベルを用いた合成梁の弾塑性曲げ性状に関する実験的研究

Abstract

Over the past few years, several studies have been made on mechanical characteristic of perforated-rib shear connector (PBL) and burring shear connector (BURRING) by push-out test for building structures. The purpose of this study is to examine the effect of BURRING and PBL on bending behavior of steel-concrete composite beams. Full-scale bending tests are performed on four composite beam specimens using BURRING, PBL and headed stud shear connector. The composite beam specimens were designed to be partial composite. It was found from the result that the rigid shear connectors showed a good performance.The results of this experiment will change design of shear connector on steel-reinforced concrete joints.

Journal

• Kou kouzou rombunshuu

  Kou kouzou rombunshuu 21 (84), 84_111-84_123, 2014

  Japanese Society of Steel Construction

Keywords

• Composite beam
• Shear connector
• Stress transfer
• Bending test
• Push-out test

Details

• CRID: 1390282680290158976
• NII Article ID: 130005142481
• DOI: 10.11273/jssc.21.84_111
• ISSN: 18840329
• ISSN: 18809928
• Text Lang: ja
• Data Source:
  • JaLC
  • CiNii Articles
  • KAKEN
• Abstract License Flag: Disallowed