Tensile Behavior of Concrete-Filled Square Steel Tubular Column-Beam Flange Connections with Stiffeners

강관 보강형 충전 각형강관 기둥-보 플랜지 접합부의 인장거동에 관한 실험적 연구

  • 유영찬 (안동대학교 건축공학과) ;
  • 강현식 (진주산업대학교 건축학과) ;
  • 문태섭 (한양대학교 건축공학과)
  • Received : 2000.10.10
  • Published : 2001.02.27

Abstract

The purpose of this study is to examine the utility of concretefilled steel tubular column to H-beam connections with tubular stiffener. As a preliminary step. a tensile experiment was undertaken to scrutinize characteristics of the structural behavior that take place between beam flanges and column with tubular stiffener. A total of 4 types of experimental settings were developed as tabular stiffeners are made up 9, 18, and 27 mm of thickness and 50 and 80 mm of height respetively Along with the overall load subsequently the degree of displacement and strain were recorded. Based on the yield line theory results of this of this study were evaluated and further critically reviewed the applicability of the strength formula. This study found that collapse mechanism was emerged on the beam flange as reinforcing tabular stiffeners Complementary studies of this sort, including numerical analyses should be undertaken in order to develope specific design critera.

References

  1. The James F. Lincoln Arc Welding Foundation no.June Design of Welded Structures O. W. Blodgett
  2. Can. J. Civ. Eng. v.9 Predicting the strength of branch plate-RHS Connections for punching shear G. Davies ;J. A. Packer
  3. 日本建築學會鋼造系論文報告集 no.388 ?形斷面柱-H形斷面はク接合部ダイアフラム補强に關す?硏究 森田耕次, 江波戶和正, 渡邊人, 山本昇, 安田博和, 里見孝之
  4. 日本建築學會構造系論文報告集 no.422 コンクリ-ト充てん鋼管柱-鐵骨はり接合部の內ダイ アフラム補强に關すゐ硏空 森田耕次 外 3人
  5. 韓國鋼構造學會 論文集 v.9 no.2 외부다이아프램으로 보강한 콘크리트 충전 각형강관 기둥-H형강보접합부의 거동 유영찬;이승준;문태섭