Two bars are joined together on their ends as shown in the figure below. The bars are then fixed on both ends and an axial force P is applied at the interface between the two bars. The length (L) and modulus elasticity (E) of the two bars are equal. The cross-section area of bar 1 is double than the bar 2. Compute the stresses in each bar. Assume that the bar is behaving as a one-dimensional bar element and each bar is one element. 2A, E 1 L 2 A, E 어 2 P 3 L X 1. Construct the stiffness matrix of elements 1 and 2. 2. Assemble the global stiffness matrix of this simple structure. 3. Assign the boundary conditions and reduce the linear system. 4. Solve the reduced system. 5. Compute the stresses of the two bars. 6. Compute the support reactions. 7. Verify (or check) the results using a force balance.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Two bars are joined together on their ends as shown in the figure below. The bars are then fixed on both
ends and an axial force P is applied at the interface between the two bars. The length (L) and modulus
elasticity (E) of the two bars are equal. The cross-section area of bar 1 is double than the bar 2. Compute
the stresses in each bar. Assume that the bar is behaving as a one-dimensional bar element and each bar
is one element.
2A, E
1
1
L
2
P
A, E
2
L
3
1.
Construct the stiffness matrix of elements 1 and 2.
2.
Assemble the global stiffness matrix of this simple structure.
3. Assign the boundary conditions and reduce the linear system.
4. Solve the reduced system.
5. Compute the stresses of the two bars.
6. Compute the support reactions.
7. Verify (or check) the results using a force balance.
Transcribed Image Text:Two bars are joined together on their ends as shown in the figure below. The bars are then fixed on both ends and an axial force P is applied at the interface between the two bars. The length (L) and modulus elasticity (E) of the two bars are equal. The cross-section area of bar 1 is double than the bar 2. Compute the stresses in each bar. Assume that the bar is behaving as a one-dimensional bar element and each bar is one element. 2A, E 1 1 L 2 P A, E 2 L 3 1. Construct the stiffness matrix of elements 1 and 2. 2. Assemble the global stiffness matrix of this simple structure. 3. Assign the boundary conditions and reduce the linear system. 4. Solve the reduced system. 5. Compute the stresses of the two bars. 6. Compute the support reactions. 7. Verify (or check) the results using a force balance.
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