Question 3. Displacements at the ends of a two-node axial element at nodes and K 4=0.lcm ve u, = 0.3cm, respectively, modulus of elasticity E = 200GPA, figure for the element in Fig. 4 functions (5)=}(1-5), 4,(5) = H(1+5) and the length of the %3D element is L = 1.6m. finite element = 0.6m; a. Find the axial displacement. b. Calculate the normal stress. method at x =

Elements Of Electromagnetics
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Question 3. Displacements at the ends of a two-node
axial element at nodes o and K
u, =0.lcm ve u, = 0.3cm, respectively, modulus of elasticity
E = 200GPA, figure for the element in Fig. 4
functions (5)=}(1-5), $,(5)=}(1+5) and the length of the
%3D
element is L = 1.6m. finite element
method at x = 0.6m;
%3D
a. Find the axial displacement.
b. Calculate the normal stress.
=-1
一-
Şekil 4
Transcribed Image Text:Question 3. Displacements at the ends of a two-node axial element at nodes o and K u, =0.lcm ve u, = 0.3cm, respectively, modulus of elasticity E = 200GPA, figure for the element in Fig. 4 functions (5)=}(1-5), $,(5)=}(1+5) and the length of the %3D element is L = 1.6m. finite element method at x = 0.6m; %3D a. Find the axial displacement. b. Calculate the normal stress. =-1 一- Şekil 4
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