For the following constant strain element, assume plane strain conditions, E = 210 GPa, v= 0.25 and thickness t = 1 mm.
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For the following constant strain element, assume plane strain conditions, E = 210 GPa, v= 0.25 and thickness t = 1 mm.
For the following constant strain element, assume plane strain conditions, E = 210 GPa, v= 0.25 and thickness t = 1 mm. If the displacements are calculated to be u = 2.0 mm V1 = 1 mm U2 = 1.5 mm V2 = 0 mm U3 = 1.0 mm V3 = 3.0 mm Calculate the element stresses Ox, Oy, Txy as well as principal stresses 01 and on and the von Mises stress Ovm. The coordinates are indicated in millimeters. - = = (15, 10) 3 (10.7.5) 2 (15,5)
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