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For the bilinear quadrilateral element specified in the figure below: y 4 3 (0, 1) (2, 1) 1 (0, 0) 2 (2, 0) Compute
For the bilinear quadrilateral element specified in the figure below: y 4 3 (0, 1) (2, 1) 1 (0, 0) 2 (2, 0) Compute the element shear stiffness matrix (ke) for the Reissner-Mindlin plate theory using selective reduce integration (that is, 1x1 Gauss quadrature rule). The thickness of the plate is t = 0.01 and the shear modulus of the pate is = 100.
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A First Course in the Finite Element Method
Authors: Daryl L. Logan
6th edition
1305635116, 978-1305887176, 1305887174, 978-1305635111
