Earticle

초록

영어

The purpose of this experimental study is investigate the curling influence on structural behavior of single shear bolted connection of in thin-walled carbon steel fabricated by four bolts. The end distance parallel to the loading direction is considered as main variables. As the previous research regarding cold-formed stainless steel bolted connections, the curling also occurred in
this carbon steel joints. It is concluded that the curling preceded the other fracture type such as tensile fracture, shear failure and led to the ultimate strength reduction of thin-walled carbon steel bolted connection with a long end distance.

목차

Abstract
 1. 서론
 2. 실험계획
  2.1 실험체 계획 및 제작
  2.2 재료시험
  2.3 실험방법
 3. 실험결과
 5. 결론
 참고문헌

저자

• 정하영 [ Jeong, Ha-Young | 국립한밭대학교 대학원 석사과정 ]
• 김태수 [ Kim, Tae-Soo | 국립한밭대학교 건축공학부 교수, 공학박사 ]
• 김승훈 [ Kim, Seong-Hun | 국립한밭대학교 건축공학부 교수, 공학박사 ]
• 이용택 [ Lee, Yong-Taeg | 국립한밭대학교 건축공학부 교수, 공학박사 ]
• 김준태 [ Kim Jun-Tae | 국립한밭대학교 대학원 석사과정 ]

참고문헌