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A two-section bar is shown in following figure. Left end is fixed. The deflection at the...

A two-section bar is shown in following figure. Left end is fixed. The deflection at the right end is 0.02 mm. The information for this bar is:

A two-section bar is shown in following figure.&nb

Divide the bar into two1D elements with total 3 nodes. Use the FEM method to calculate strain, stress and reaction forces. Follow the discussions in the lecture 2 and lab 3 and show the process in details.

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The given figure is shown below u-0.02 A1, E.L1 A2,E,L2 Calculate the stiffness matrix at node 1 and 2 EA「1-1 EA -1 Thereforein the EA2 0frin the above equation. for £4 Substitute 0 for u 0.02 for u and 100 3 -3 0 0 1000-3 41F 0 -1 10.02F 3000-3000 0Substitute 0.005mm for uin the equation (1) -3000 (0.005)-15N Therefore Calculate the strain at node 1 and 2 (u2) 0.005 100 =

E, 2 6, -210000x0.00015 31.5 N/mm2

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