A 4 noded rectangular element is shown in figure. Determine (a) Jacobian Matrix (b) Strain -Displacement Matrix (C) Element Stresses Take E = 2 x 10° N/mm?, v = 0.25, { = n = 0, U = [0, 0, 0.003, 0.004, 0.006, 0.004, 0, 0] T. Assume Plane Stress conditions. Y 3(2, 1) 4(0, 1) 1(0, 0) 2(2, 0) CS Scanned with CamScanner
A 4 noded rectangular element is shown in figure. Determine (a) Jacobian Matrix (b) Strain -Displacement Matrix (C) Element Stresses Take E = 2 x 10° N/mm?, v = 0.25, { = n = 0, U = [0, 0, 0.003, 0.004, 0.006, 0.004, 0, 0] T. Assume Plane Stress conditions. Y 3(2, 1) 4(0, 1) 1(0, 0) 2(2, 0) CS Scanned with CamScanner
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![16.
A 4 noded rectangular element is shown in figure. Determine
(a) Jacobian Matrix
(b) Strain -Displacement Matrix
(c) Element Stresses Take E = 2 x 105 N/mm?, v = 0.25. E = n = 0, U = [0, 0, 0.003, 0.004, 0.006, 0.004, 0, 0] T.
Assume Plane Stress conditions.
%3D
Y
4(0, 1)
3(2, 1)
1(0, 0)
2(2, 0)
CS Scanned with CamScanner](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9dbcfc1b-fc9e-4a5a-9526-e4818b35d68e%2Faf667b28-789c-4bf0-a096-2e8c918382de%2F40h5v1f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:16.
A 4 noded rectangular element is shown in figure. Determine
(a) Jacobian Matrix
(b) Strain -Displacement Matrix
(c) Element Stresses Take E = 2 x 105 N/mm?, v = 0.25. E = n = 0, U = [0, 0, 0.003, 0.004, 0.006, 0.004, 0, 0] T.
Assume Plane Stress conditions.
%3D
Y
4(0, 1)
3(2, 1)
1(0, 0)
2(2, 0)
CS Scanned with CamScanner
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