Measuring method for maximum tensile and shearing force of spot-welded joint of friction stir welding
A friction stir, welding head technology, applied in the direction of using stable shear force to test material strength, using stable tension/pressure to test material strength, etc., can solve the problems of inaccurate measurement and influence of measurement results, etc.
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specific Embodiment approach 1
[0013] Specific implementation mode one: combine figure 1 and figure 2 Describe this implementation mode, this implementation mode is realized through the following steps:
[0014] Step 1. Making the jig: process the upper support side plate 1 and the lower support side plate 2, so that the lengths of the upper support side plate 1 and the lower support side plate 2 are equal, and the length L of the upper support side plate 1 is the tensile shear test 10 to 20 times the thickness t of the overlapping part of the piece 3, the upper supporting side plate 1 and the lower supporting side plate 2 are arranged in parallel up and down, and the gap is equal to the thickness of the overlapping part of the test piece 3 in tensile shear measurement, and the upper supporting side plate 1 and the lower supporting side plate 2 are arranged parallel to each other. The lower support side plate 2 is connected by bolts and nuts 5;
[0015] Step 2. Assemble the tensile-shear measurement spec...
specific Embodiment approach 2
[0017] Specific implementation mode two: combination figure 1 Describe this embodiment, this embodiment is that the length L of the upper support side plate 1 in step 1 is 12 times of the thickness t of the overlapping part of the tensile-shear measurement test piece 3 . In this way, the influence of the additional bending moment on the tensile-shear measurement specimen 3 can be neglected. Other steps are the same as in the first embodiment.
specific Embodiment approach 3
[0018] Specific implementation mode three: combination figure 1 Describe this embodiment, in this embodiment, the length L of the upper support side plate 1 in step 1 is 14 times the thickness t of the overlapping portion of the tensile-shear measurement specimen 3 . In this way, the influence of the additional bending moment on the tensile-shear measurement specimen 3 can be neglected. Other steps are the same as in the first embodiment.
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