Differential Equations Solutions 172

Differential Equations Solutions 172 - 0.80 b/a = 0.65 b/a...

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182 Chapter 29. Solutions: Case Study: Elastoplastic Torsion: Twist and Stress Figure 29.3. Elasto-plastic solutions for various cross-sections. On the left, αθ =0 . 5 ; on the right, αθ =1 . 0 . 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 0 0.5 1 1.5 2 2.5 G α θ / σ 0 Torque/ ( σ 0 α 3 ) b/a = 1.00 b/a =
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Unformatted text preview: 0.80 b/a = 0.65 b/a = 0.50 b/a = 0.20 Figure 29.4. Torque computed for various cross-sections as θ is increased. The red stars mark the boundary between elastic solutions and elastoplastic solu-tions....
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This note was uploaded on 01/21/2012 for the course MAP 3302 taught by Professor Dr.robin during the Fall '11 term at University of Florida.

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