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BULETINUL INSTITUTULUI POLITEHNIC DIN IAŞI - Universitatea ...

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222 Dănuț Zahariea and Marius Stachie<br />

Passive<br />

layer<br />

Table 1<br />

Material characteristics<br />

Active layer<br />

Titanium Zinc Aluminum Bronze Brass Copper Steel<br />

E 10 11 , [Pa] 1.14 0.97 0.7 1.1 1.31 1.1 2<br />

α 10 -6 , [°C -1 ] 9.5 31.2 23.6 17.8 16.7 16.5 11.7<br />

σ ,[MPa] 825 140 95 520 350 290 250<br />

02<br />

Fig. 1 – Geometric characteristics.<br />

In the paper two comparative analyses will be performed. First one is<br />

studying the influence of the beams width b = { 1,<br />

5,<br />

7.<br />

5}<br />

mm for the same beams<br />

length L = 50 mm. The second one is studying the influence of the beams<br />

length L = { 50,<br />

100 , 150}<br />

mm for the same beams width b = 5 mm. The beams<br />

thickness will be the same for all analyzed cases h = h = 1 mm.<br />

2. The Structural Analysis Procedure<br />

The main steps of the procedure for structural analysis of the bimetallic strip<br />

using CATIA/Generative Structural Analysis environment are:<br />

1. Creating the 3D model. Shall be carried out separately the two<br />

rectangular cross section beams using the Part workbench. The<br />

appropriate materials are assigned to each element. The assembly of the<br />

two beams is carried out using the Assembly workbench, Fig. 2a.<br />

2. Configuring the mesh. Shall be carried out separately for each beam, by<br />

changing the characteristic parameters “Size” and “Sag”, Fig. 2b.<br />

3. Applying the restraints. At one side of the bimetallic strip a clamp<br />

condition must be applied, Fig. 2c.<br />

4. Applying the loads. On the both beams a thermal load with ΔT = 30 °C<br />

will be applied, Fig. 2d.<br />

5. Applying the conditions for the interaction between the two beams of<br />

the bimetallic strip. First, the interaction condition of General Analysis<br />

Connection type will be applied between the active layer and the<br />

passive layer. Second, for the active area in terms of the stress/strain<br />

a<br />

p

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