For the plane strain elements shown in Figure P6-10, the nodal displacements are given as u1 =
Question:
For the plane strain elements shown in Figure P6-10, the nodal displacements are given as
u1 = 0.005 mm............v1 = 0.002 mm............u2 = 0.0 mm
v2 = 0.0 mm...............u3 = 0.005 mm............v3 = 0.0 mm
Determine the element stresses sx, sy, xy, s1, and s2 and the principal angle u p. Let E = 105 GPa and v = 0.3, and use unit thickness for plane strain. All coordinates are in millimeters.
Transcribed Image Text:
(10, 25) (20, 20) 2 (10, 10) (20, 10) 2. (20, 5) (5, 5) х х (b) (a) У (15, 15) (5, 15) (25, 15) 3 2 (5, 5) (25, 5) (15, 5) х х (c) (d) i Figure P6–10 3.
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a i 15 i 10 j 15 j 0 m 0 m 10 2A 150 mm 2 150 10 6 m 2 6398 16...View the full answer
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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