Week 3 Verification of Weld Joints
Objective:
For a load of 15000N that is to be applied at the rectangular hole in the small plate, find out the Directional Deformation and equivalent strain experienced by the setup. Identify the weld joint that experiences the highest equivalent stress in each case and compare the results for the below cases
Case 1 : Weld Material Structural Steel
Case 2: Weld Material Aluminum Alloy
Case 3: Weld Material Bronze
Material Properties:
| Case | Material | Youngs Modulus | Yield Strength |
| 01 | Structural Steel | 200000 Mpa | 250 Mpa |
| 02 | Aluminum Alloy | 69040 Mpa | 259.2 Mpa |
| 03 | Bronze | 107700 Mpa | 505 Mpa |
Boundary Conditions / Constraints)
Applicable To all Load Cases.

Big Vertical Plate in image is supported on the Holes.
All contacts / connections of Big Plate, Small Plate, Rib plate 1 & 2 have a frictional Coefficient of 0.2.
All weld connections have a bonded contat to their respective plates.
Meshing:
Same for all cases
Mesh Type: Tetrahedron
Mesh Size:
- Small & Big Plate: 7 mm
- Support Plate 1 & 2: 5 mm
- Welds (22 plcs): 3 mm

Loading Conditions:
3 Step Loading - 5000 N, 10000 N & 15000 respectively

Analysis Results & Conclusion:

| Case |
Weld Material Yield |
Step | Load | Stress on Plate (Mpa) | Strain on Plate (%) | Stress on Weld (Mpa) | Strain on Weld (%) | Directional Deformation (mm) |
| C01 |
Steel 250 Mpa |
1 | 5000 N | 117.55 | 0.062 | 93.91 | 0.047 | 0.125 |
| 2 | 10000 N | 227.32 | 0.119 | 198.28 | 0.099 | 0.230 | ||
| 3 | 15000 N | 334.61 | 0.176 | 296.38 | 0.148 | 0.328 | ||
| C02 |
Aluminum 259.2 Mpa |
1 | 5000 N | 119.58 | 0.063 | 72.05 | 0.104 | 0.130 |
| 2 | 10000 N | 230.87 | 0.121 | 145.71 | 0.211 | 0.240 | ||
| 3 | 15000 N | 340.10 | 0.179 | 213.57 | 0.309 | 0.344 | ||
| C03 |
Bronze 505 Mpa |
1 | 5000 N | 118.59 | 0.062 | 78.82 | 0.073 | 0.128 |
| 2 | 10000 N | 229.11 | 0.120 | 165.11 | 0.153 | 0.235 | ||
| 3 | 15000 N | 337.36 | 0.177 | 244.66 | 0.227 | 0.336 |
Inferences:
- For a load of 15000 N on the rectangular slot, the stress on the bottom plate is much higher than its yield limit of 250 Mpa. They will fail in the four corners of the rectangular slot. Steel weld at the inner front will also fail.
- Brazing provides the strongest weld & Steel welding is the weakest weld.
- Irrespective of the 3 weld materials, the design is safe to handle a load of 10,000 N.
- The Weld at inner front - experience the highest stress (refer image)
