The strain energy U due to bending is where M is bending moment, EI is flexural rigidity and dx is short length of beam.
\(\int \left( \frac{M^2 \, dx}{2EI} \right)\)
Strain energy is the energy stored in a material due to deformation. When a beam is subjected to bending, internal stresses and strains develop, storing energy within the material. This stored energy is called bending strain energy.
For a small length dx of a beam subjected to a bending moment M, the strain energy stored in this segment can be determined by considering the work done by the bending moment as the beam deforms. In linear elastic materials, the relationship between bending moment M, flexural rigidity EI, and curvature \(\frac{d^2y}{dx^2}\) is given by \(M = EI \frac{d^2y}{dx^2}\). The change in slope \(d\theta\) over the length dx is related by \(d\theta = \frac{M}{EI} dx\).
The work done by the bending moment on the element dx as the rotation changes from 0 to \(d\theta\) is the area under the M-\(\theta\) curve. For a linear elastic material, this relationship is linear, so the work done (which equals the strain energy dU in the element) is:
\(dU = \frac{1}{2} M \, d\theta\)
Substituting the expression for \(d\theta\):
\(dU = \frac{1}{2} M \left( \frac{M}{EI} dx \right)\)
\(dU = \frac{M^2}{2EI} dx\)
To find the total strain energy U in the entire beam, we integrate the strain energy over the entire length of the beam:
\(U = \int dU = \int \frac{M^2}{2EI} dx\)
Where the integration is performed over the relevant length of the beam.
Let's compare the derived formula with the given options:
| Option | Formula Presented | Comparison |
|---|---|---|
| 1 | \(\int \left( \frac{M^2 \, dx}{2EI} \right)\) |
Matches the derived formula for strain energy due to bending. |
| 2 | \(\left( \int \frac{M \, dx}{3EI} \right)^2\) |
Does not match the derived formula. This form involves integrating M first and then squaring, which is incorrect. |
| 3 | \(\int \left( \frac{M^2 \, dx}{3EI} \right)\) |
Does not match the derived formula. The denominator should have 2EI, not 3EI. |
| 4 | \(\left( \int \frac{M \, dx}{2EI} \right)^2\) |
Does not match the derived formula. Similar to option 2, integrating M first and squaring is incorrect. |
Based on the derivation and comparison, the correct formula for the strain energy U due to bending is the integral of \(\frac{M^2}{2EI} dx\) over the length of the beam.
The formula for the strain energy U due to bending is given by the integral of the square of the bending moment M divided by twice the flexural rigidity EI over the length dx. This accounts for the energy stored elastically in the beam as it deforms under the bending load.
Therefore, the correct expression is \(\int \left( \frac{M^2 \, dx}{2EI} \right)\).
| Term | Symbol | Description |
|---|---|---|
| Strain Energy (Bending) | U |
Energy stored in a beam due to elastic deformation caused by bending moment. |
| Bending Moment | M |
Internal moment in the beam cross-section due to applied loads. |
| Flexural Rigidity | EI |
A measure of the beam's resistance to bending, where E is the modulus of elasticity and I is the area moment of inertia. |
| Short Length | dx |
An infinitesimal length element of the beam over which the integration is performed. |
Understanding bending strain energy is crucial in structural analysis and design. Here are some related concepts and applications:
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