Earticle

초록

영어

In this paper, we carry out tensile testings to estimate the ultimate capacity of block shear rupture with parameters considered in case of the single angle, H-shape section. The resurt is that the joint happened. two types, tension yield-shear ruptures and shear yield-tension ruptures. Tension rupture line, which is same as specification, happens in the center line of bolt hole, but shear rupture line happens in the outside line of bolt hole rather than in the center line of bolt hole which is specified in the specification. Shear rupture in this test was happened along the outside line of bolts. Thus, ultimate shear strength factor was larger than 0.6 due to the increasement of pure shear area. Also, it was a little bit larger than 0.6 when real shear rupture line was applied.

목차

Abstract
 1. 서론
  1.1 연구의 배경 및 목적
  1.2 연구의 범위 및 방법
 2. 블록전단 파단
  2.1 인장접합부의 블록전단파단
  2.2 블록전단파단강도 산정식
 3. 실험계획
 4. 실험결과 및 분석
  4.1 실험결과
  4.2 블록전단 파단형상
  4.3 전단극한강도계수(Cv)
 5. 결론
 참고문헌

저자

• 김보영 [ Kim, Bo-Young | 제주국제대학교 건축디자인학과 교수 ]

참고문헌