Challenge

Week 3 Verification of Weld Joints

Objective: To verify the strength of weld for different material.

Case 1: Structural Steel

Case 2: Aluminium Alloy

Case 3: Bronze

Experiment setup.

i. Geometry

ii. Materials

iii. Connections

Connection set up,

Details of bonded contact joints. Details of frictional contact joints.

Plate to rib : frictional (0.2)

Plate to plate : Frictional (0.2)

Weld to rib and plate: Bonded.

iv. Mesh

Body sizing is given for plates with an element size of 7 mm. Element quality and Element ranges were checked for smooth simulation.

v. Analysis setting, support and load.

Fixed supports and loads are given as follows:

Fixed supportis is made at the four corner holes.

Load of, 15000 N is applied in y direction,

Solution:

(Demonstration of steel material)

Directional deformation:

Equivalent Stress:

Equivalent strain:

Stress in weld:

Result:

(Max values are considered) Steel (Case 1) Aluminium (Case 2) Bronze (Case 3)

Directional Deformation (y Axis)- mm

0.3401 0.3543

0.3859

Equivalent Stress - MPa 337 341.7 346.99
Equivalent Strain - MPa 1.7e-3 3.4e-3 3.2e-3
Stress in weld - MPa 303.73 250.96 262

Conclusion:

The verification of weld is analysed with regard to the stress, strain and deformation obtained after simulation. The strength of a weld is mainly depending on the material properties, namely the ultimate tensile strength and density. The Ultimate tensile strength of the mentioned materials are as follows, Steel- 460 MPa, Aluminium - 449 MPa, Bronze - 267 MPa respectively. Denser material tend to have less f=deformation. From the data provided, steel has a high ultimate tensile strength, followed by aluminium and bronze. Therefore, the stress values are higher for bronze and less for steel. However, the results obtained are not as accurate owing to the absence of grid dependency test and mesh refinement. And there involves a mixing of materials for the ribs and associated parts.

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