Solve for the axial displacement and stress in the tapered bar shown in Figure P3-12 using one and then two constant-area elements. Evaluate the area at the center of each element length. Use that area for each element. Let Ao = 2 in2 , L= 20 in., E = 10 106 psi, and P = 1000 lb. Compare your finite element solutions with the exact solution. A(x) = Ao(1 + £) P- Figure P3-12
Solve for the axial displacement and stress in the tapered bar shown in Figure P3-12 using one and then two constant-area elements. Evaluate the area at the center of each element length. Use that area for each element. Let Ao = 2 in2 , L= 20 in., E = 10 106 psi, and P = 1000 lb. Compare your finite element solutions with the exact solution. A(x) = Ao(1 + £) P- Figure P3-12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Solve for the axial displacement and stress in the
tapered bar shown in Figure P3-12 using one and
then two constant-area elements. Evaluate the area
at the center of each element length. Use that area
for each element. Let Ao = 2 in2 ,L = 20 in., E = 1O
%3D
106 psi, and P = 1000 lb. Compare your finite
%3D
element solutions with the exact solution.
A(2) = Ao (1 + )
L.
Figure P3-12
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