Applying Castigliano's Second Theorem to Bent Beam Analysis

  • Thread starter Thread starter closrevolution
  • Start date Start date
  • Tags Tags
    Theorem
AI Thread Summary
The discussion revolves around applying Castigliano's Second Theorem to analyze a bent beam. The user seeks assistance in setting up the problem and understanding how to derive expressions for moments (Mx and My) in relation to the beam's axes. There is confusion regarding the interpretation of the expression GIp for the two sections of the bent beam. The user is unsure how to proceed with taking the partial derivative of the energy equation with respect to the applied load P. Clarification on these points is essential for solving the problem effectively.
closrevolution
Messages
2
Reaction score
0

Homework Statement


The problem is attached


Homework Equations


Any help on setting up the problem would be appreciated


The Attempt at a Solution


U = 1/2*[(M^2)L]/[GIp]
This equation gives the energy
Using Castigliano's 2nd Theorem I need to find the partial derivative of U with respect to P
Not sure how to go about this with the beam given
 

Attachments

  • Screenshot (24).jpg
    Screenshot (24).jpg
    20.9 KB · Views: 358
Physics news on Phys.org
Thinking of the plane in which the bent beam lies as having x and y axes, can you formulate expressions for M as Mx and My in the sections parallel to Ox and Oy? How would you interpret the expression GIp for the 2 parts of the bent?
 
Not sure what you mean by Ox and Oy
G is the same for both parts of the beam but not sure for Ip


pongo38 said:
Thinking of the plane in which the bent beam lies as having x and y axes, can you formulate expressions for M as Mx and My in the sections parallel to Ox and Oy? How would you interpret the expression GIp for the 2 parts of the bent?
 
Back
Top