In this study, structural behaviors such as ultimate strength and fracture shape of duplex stainless steel (STS329FLD) fillet-welded connections according to welding direction were investigated through monotonic tensile test. Main variables are weld length and welding direction against the loading direction. Specimens of SDTFW series (transverse to the loading direction) and SDLFW series (longitudinal to the loading direction) failed by tensile fracture and shear fracture, respectively. Ultimate strengths got higher with the increase of weld length and SDTFW series showed higher ultimate strengths than SDLFW series.

Abstract
 1. 서 론
 2. 실험체 계획 및 재료시험
  2.1 실험체 계획
  2.2 재료시험 및 실험방법
  2.3 용착금속 재료시험
 3. 실험결과 및 분석
  3.1 파단형상 및 최대내력
 4. 기준식과의 비교
 참고문헌

• 김정연(한밭대학교 건축공학과) | Kim, Jung Yean
• 황보경(한밭대학교 건축공학과) | Hwang, Bo Kyung
• 홍종화(한밭대학교 건축공학과) | Hong, Jong Hwa
• 김태수(한밭대학교 건축공학과) | Kim, Tae Soo 교신저자