Fracture Prediction Method of Arc Welded Joints in High-Strength Steel Sheets

2021 ◽  
Vol 90 (7) ◽  
pp. 475-478
Author(s):  
Hideki UEDA ◽  
Hiroki FUJIMOTO ◽  
Eisuke NAKAYAMA ◽  
Yusaku OMORI
2005 ◽  
Vol 54 (9) ◽  
pp. 927-934 ◽  
Author(s):  
Hiroshi TSUDA ◽  
Yoshihiko SUNAYAMA ◽  
Masashi DAIMARUYA ◽  
Hidetoshi KOBAYASHI

1982 ◽  
Vol 68 (9) ◽  
pp. 1340-1347 ◽  
Author(s):  
Masatoshi SHINOZAKI ◽  
Hiroshi HASHIMOTO ◽  
Toshiyuki KATO ◽  
Toshio IRIE

1983 ◽  
Author(s):  
Masatoshi Shinozaki ◽  
Toshiyuki Kato ◽  
Toshio Irie ◽  
Isao Takahashi

Author(s):  
Yohei Abe ◽  
Takato Saito ◽  
Ken-Ichiro Mori ◽  
Toru Kato

Ultra-high-strength steel sheets having a tensile strength of more than 1 GPa and a low ductility were joined by mechanical clinching with dies for control of metal flow. The bottom angle of the die was modified to increase interlocking between the sheets under avoidance of the sheet fracture. The effect of the die shape on metal flow in the sheet combination including an ultra-high-strength steel sheet was investigated by the finite element simulation and the experiment. As the tensile strength of the steel sheets increased, the joining range was narrow due to low ductility of the sheets. The static and fatigue strengths of the mechanically clinched joints were compared with those of the welded joints. Although the static loads of the mechanically clinched joints were smaller than those of the resistance spot welded joints in both tension-shearing and cross-tension tests, the fatigue loads of the clinched joints were larger. It was found that the mechanically clinched joint has superior fatigue strength.


2014 ◽  
Vol 55 (640) ◽  
pp. 423-428
Author(s):  
Toyohisa SHINMIYA ◽  
Yusuke FUJII ◽  
Kazuhiko HIGAI ◽  
Yuji YAMASAKI ◽  
Toru INAZUMI

2020 ◽  
Vol 2020 (6) ◽  
pp. 20-26
Author(s):  
O.A. Gaivoronskyi ◽  
◽  
V.D. Poznyakov ◽  
O.M. Berdnikova ◽  
T.O. Alekseenko ◽  
...  

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