The nodal coordinates and the nodal displacements for some plane stress elastic element is listed in the following problem. The element is 0.1 m thick. The coordinates and displacements are given in meters. (a) Calculate K(1,1) of the element stiffness matrix (b) Calculate the element stress 01 16 0 (N/m²) 6] [16 4 D = 106 4 1 N =(a, + bịx + 1y) 2A 1 N2 = (az + bzx + czy) 2A 1 N3 = (az + b3x + C3y) 2A bị = y2 - y3 %3D C1 = X3 - X2 C2 = x1 - X3 C3 = X2 - X1 a1 = x2y3 – x3Y2 %3D b2 = y3 - Yı %3D a2 = X3y1 – X1Y3 %3D az = X1y2 - X2y1 b3 = y1 - Y2 X2 = 1 Y2 = 1 v2 = 0.001 X1 = 2 X3 = 1 Y1 = 2 U1 = 0.003 Y3 = 0 Uz = 0.0015 V1 = 0 v2 = -0.003 Vz = 0.0 %3D

Elements Of Electromagnetics
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The nodal coordinates and the nodal displacements for some plane stress elastic
element is listed in the following problem. The element is 0.1 m thick. The coordinates and
displacements are given in meters.
(a) Calculate K(1,1) of the element stiffness matrix
(b) Calculate the element stress
[16
D = 106| 4
4
01
16 0 (N/m²)
61
1
N1 = (a1 + bịx+ Cy)
2A
1
N2 =
2A
-(a2 + b2x + c2y)
1
Na =
(az + bzx + C3y)
2A
b1 = y2 - y3
a1 = X2y3 - X3y2
a2 = X3y1 - X1y3
C1 = X3 – X2
C2 = X1 – X3
C3 = X2 - X1
b2 = y3 - Yı
az = X1y2 - X2y1
b3 = y1 - Y2
X1 = 2
X2 = 1
X3 = 1
y2 = 1
v2 = 0.001
Y1 = 2
Y3 = 0
U1 = 0.003
Uz = 0.0015
V1 = 0
v2 = -0.003
v3 = 0.0
Transcribed Image Text:The nodal coordinates and the nodal displacements for some plane stress elastic element is listed in the following problem. The element is 0.1 m thick. The coordinates and displacements are given in meters. (a) Calculate K(1,1) of the element stiffness matrix (b) Calculate the element stress [16 D = 106| 4 4 01 16 0 (N/m²) 61 1 N1 = (a1 + bịx+ Cy) 2A 1 N2 = 2A -(a2 + b2x + c2y) 1 Na = (az + bzx + C3y) 2A b1 = y2 - y3 a1 = X2y3 - X3y2 a2 = X3y1 - X1y3 C1 = X3 – X2 C2 = X1 – X3 C3 = X2 - X1 b2 = y3 - Yı az = X1y2 - X2y1 b3 = y1 - Y2 X1 = 2 X2 = 1 X3 = 1 y2 = 1 v2 = 0.001 Y1 = 2 Y3 = 0 U1 = 0.003 Uz = 0.0015 V1 = 0 v2 = -0.003 v3 = 0.0
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