Journal of Korean Society of Steel Construction (한국강구조학회 논문집)

Korean Society of Steel Construction (한국강구조학회)
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An Experimental Study on Block Shear Fracture of Base Metal in Ferritic Stainless Steel Welded Connection

페라이트계 스테인리스강 용접접합부의 모재 블록전단파단에 관한 실험적 연구

  • Kim, Tae Soo (Department of Architectural Engineering, Hanbat National University)
  • 김태수 (한밭대학교, 건축공학과)
  • Received : 2016.02.17
  • Accepted : 2016.05.09
  • Published : 2016.10.27
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Abstract

Many researches on the application of stainless steels as structural steels have been performed thanks to their material properties such as superior ductility and corrosion resistance. Ferritic stainless steels(STS430) with little or no nickel have been used increasingly in building structure because it is inexpensive compared to austenitic stainless steels(STS304) with nickel, but provide performances similar to the austenitic stainless steel. This paper deals with block shear fracture behavior of base metal in stainless steel welded connection. Although the block shear fracture behavior for welded connection due to stress triaxiality is different from that of bolted connection, the block shear strength of welded connection in current design specifications has been predicted based on that of bolted connection. The main parameters are weld length and welding process(Arc and TIG welds). The ultimate strengths of TIG welded specimens were higher than those of arc welded specimens and current design predictions by AISC, EC3 etc. were compared with test strengths.

최근에 스테인리스강의 우수한 연성과 내식성 등의 재료적 특성으로 건축물의 구조용 강재로 적용하기 위한 많은 연구들이 수행되어 오고 있다. 특히, 니켈을 거의 함유하고 있지 않은 페라이트계 스테인리스강은 재료비 측면에서 니켈을 함유하고 있는 오스테나이트계 스테인리스강에 비해 저렴하고 탄소강에 비해서는 월등한 내식성능과 구조성능을 제공하기 때문에 그 사용성이 증대되고 있다. 본 연구에서는 페라이트계 스테인리스강 용접접합부에 있어 용착금속이 아닌 모재 블록전단파단의 구조적 거동을 조사하기 위해 용접길이와 용접방법(아크, 티그)을 변수로 하여 단순인장 실험을 실시하였다. 용접접합부의 블록전단 거동은 용접에 의한 삼축응력효과 때문에 볼트접합부의 블록전단 거동과 상이하며, 현행설계기준식은 이러한 특성을 반영하지 못하고 있다. 티그용접 접합부의 변형능력과 최대내력이 아크용접 접합부보다 높게 나타났고, 현행기준식과 기존연구자에 의해 제시된 내력식에 의한 예측내력과 실험결과 최대내력을 비교 검토하였다.

Keywords

References

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