For the elements given in Problem 6.6, the nodal displacements are given as u1 = 2.0 mm...............v1
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For the elements given in Problem 6.6, the nodal displacements are given as
u1 = 2.0 mm...............v1 = 1.0 mm............u2 = 0.5 mm
v2 = 0.0 mm...............u3 = 3.0 mm.............v3 = 1.0 mm
(a)
(b)
(c)
Determine the element stresses σx, σy, τxy, σ1, and σ2 and the principal angle θp. Use the values of E, v, and t given in Problem 6.6.
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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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