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Investigation on Ultimate Strength of STS304L Stainless Steel Welded Connection with Base Metal Fracture Using Finite Element Analysis

International journal of steel structures, v.18 no.4, 2018년, pp.1139 - 1152  

Lee, HooChang ,  Kim, TaeSoo ,  Hwang, BoKyung ,  Cho, TaeJun

Abstract AI-Helper 아이콘AI-Helper

Many studies on the application of stainless steels as structural materials in buildings and infra-structures have been performed thanks to superior characteristics of corrosion resistance, fire resistance and aesthetic appeal. Experimental investigation to estimate the ultimate strength and fractu...

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참고문헌 (17)

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  3. American Society for Testing and Materials (ASTM) 2016 Standard specification for chromium and chromium-nickel stainless steel plate, sheet, and strip for pressure vessels and for general applications, ASTM A240/A240M-16 American Society for Testing and Materials (ASTM). (2016). Standard specification for chromium and chromium-nickel stainless steel plate, sheet, and strip for pressure vessels and for general applications, ASTM A240/A240M-16. Pennsylvania: American Society for Testing and Materials. 

  4. American Society for Testing and Materials(ASTM) 2015 Standard specification for annealed or cold-worked austenitic stainless steel sheet, strip, plate, and flat bar, ASTM A666/A666M-15 American Society for Testing and Materials(ASTM). (2015). Standard specification for annealed or cold-worked austenitic stainless steel sheet, strip, plate, and flat bar, ASTM A666/A666M-15. Pennsylvania: American Society for Testing and Materials. 

  5. American Welding Society (AWS) 2012 Specification for bare stainless steel welding electrodes and rods (A5.9) American Welding Society (AWS). (2012). Specification for bare stainless steel welding electrodes and rods (A5.9). Miami: American Welding Society. 

  6. European Standard Norme Europeenne, Europaische Norm (EN). (2005). Eurocode 3: Design of steel structures-Part 1-8: Design of joints, EN1993-1-8. 

  7. Architectural Institute of Korea, AIK BK Hwang 29 9 31 2017 Hwang, B. K., Lee, H. C., & Kim, T. S. (2017). An experimental study on block shear strength of austenitic stainless steel (STS304) fillet-welded connection. Architectural Institute of Korea, AIK, 29(9), 31-38. (In Korean). 

  8. Japan Industrial Standards (JIS) 2000 Stainless steel for building structure, JIS G 4321 Japan Industrial Standards (JIS). (2000). Stainless steel for building structure, JIS G 4321. Japan: Tokyo. 

  9. International Journal of Steel Structures TS Kim 18 1 1 2018 10.1007/s13296-018-0301-x Kim, T. S., Kim, M. S., & Cho, T. J. (2018). Parametric study on ultimate strength of four-bolted connections with cold-formed carbon steel. International Journal of Steel Structures, 18(1), 1-16. 

  10. Thin-Walled Structures TS Kim 45 407 2007 10.1016/j.tws.2007.03.006 Kim, T. S., & Kuwamura, H. (2007). Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear. Thin-Walled Structures, 45, 407-421. 

  11. Korean Standard (KS) 2010 Stainless steel welding rods and wires, KS D 7026 Korean Standard (KS). (2010). Stainless steel welding rods and wires, KS D 7026. Korea: Seoul. 

  12. Korean Standard (KS) 2015 Cold rolled stainless steel plates, sheets and strip, KS D 3698 Korean Standard (KS). (2015). Cold rolled stainless steel plates, sheets and strip, KS D 3698. Korea: Seoul. 

  13. Engineering Journal, American Institute of Steel Construction GL Kulak 38 4 199 2001 Kulak, G. L., & Grondin, G. Y. (2001). Block shear failure in steel members-A review of design practice. Engineering Journal, American Institute of Steel Construction, 38(4), 199-203. 

  14. Thin-Walled Structures HC Lee 116 145 2017 10.1016/j.tws.2017.03.008 Lee, H. C., Hwang, B. K., & Kim, T. S. (2017). Ultimate strength of austenitic stainless steel fillet-welded connections with weld metal fracture. Thin-Walled Structures, 116, 145-153. 

  15. Journal of Constructional Steel Research SA Oosterhof 67 525 2010 10.1016/j.jcsr.2010.09.003 Oosterhof, S. A., & Driver, R. G. (2010). Effects of connection geometry on block shear failure of welded lap plate connections. Journal of Constructional Steel Research, 67, 525-532. 

  16. Journal of Constructional Steel Research CA Topkaya 60 1615 2004 10.1016/j.jcsr.2004.03.006 Topkaya, C. A. (2004). Finite element parametric study on block shear failure of steel tension members. Journal of Constructional Steel Research, 60, 1615-1635. 

  17. Engineering Structures CA Topkaya 29 1 11 2007 10.1016/j.engstruct.2006.04.003 Topkaya, C. A. (2007). Block shear failure of gusset plates with welded connection. Engineering Structures, 29(1), 11-20. 

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