Castigliano’s first theorem finds displacement using
- APartial derivative of strain energy w.r.t. force.Correct
- BVirtual work.
- CEquilibrium equations.
- DCompatibility conditions.
Solution
Concept
Strain energy derivative for structural displacement
Formula
Δi = ∂ U / ∂ Pi
Step-by-step solution
1. Castigliano's theorem applies to linearly elastic structures under conservative load systems. 2. Total strain energy U is expressed in terms of external applied forces Pi. 3. Differentiating U partially with respect to force Pi yields the corresponding displacement Δi at that load point: Δi = dU / dPi. 4. Therefore, displacement is found using the partial derivative of strain energy with respect to force. Answer: A
Explanation
Castigliano's theorem states that the partial derivative of total strain energy stored in an elastic structure with respect to an applied concentrated force equals the deflection of the structure at the point of application along the line of action of that force.
Why the other options are wrong
B) Virtual work is an independent variational method not requiring energy differentiation. C) Equilibrium equations solve internal forces from statics directly. D) Compatibility conditions enforce geometric continuity rather than evaluating energy derivatives.
Shortcut
Derivative w.r.t Force = Displacement; Derivative w.r.t Displacement = Force.
Common mistake
Confusing differentiation with respect to load (yields displacement) with differentiation with respect to displacement (yields load).
Correct answer: A) Partial derivative of strain energy w.r.t. force.