Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6694764 | Archives of Civil and Mechanical Engineering | 2018 | 10 Pages |
Abstract
The main aim of the investigations was to determine the significance of parameters of RFSSW for the strength parameters of the resulting joint. RFSSW joints were made in 0.8-mm-thick 7075-T6 aluminium alloy using different welding parameters (tool rotational speed v, tool plunge depth, and joining time). The load capacity of joints was determined by shear tests. The optimum welding parameters which assure the highest load capacity (4.09Â kN) in the tensile/shear test are: tool rotational speed of 3000Â rpm, tool plunge depth of 1.55Â mm, and joining time of 1.25Â s. In the conditions of the static tensile test under pure shear the highest joint capacity (6.48Â kN) is found for the joint welded at a tool plunge depth of 1.7Â mm. Depending on the tool plunge depth, three types of joint damage were observed during tensile/shear tests: plug type fracture, shear fracture, and plug-shearracture. Incomplete refill is the main weld defect observed which is located on the path along which the sleeve plunges into the sheet. It was also found that alclad between the upper and lower sheets worsens the joint quality between the stir zone and thermo-mechanically affected zone.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Andrzej Kubit, RafaÅ Kluz, Tomasz TrzepieciÅski, Dawid WydrzyÅski, Wojciech Bochnowski,