We can use virtual work and the work-energy theorem to solve a structure's reactions and internal forces. This post shows how to use it to solve reactions and internal forces.
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We can analyze structures using work-energy principles in specific structural analysis applications. This post shows how we can apply it. We'll show how we can use the virtual work method to analyze determinate beams.

Key Idea: Virtual Work, Work-Energy Theorem, and Equilibrium

The heart of this method revolves around three concepts: virtual work, work-energy theorem, and static equilibrium. We have a dedicated post if you need a refresher on these topics.

General Outline

The following is a general outline of how to use the virtual work method in beam analysis:

Set Up the Virtual Deflection

We first identify the component we want to solve at a specific point: reaction, shear, or moment. Afterward, we let it do "work" on the beam and allow it to deflect.

For example, say we are to find one of the reactions of a simple beam loaded with a concentrated load \(P\) at the midpoint; we let the unknown reaction force \(R_A\) deflect the beam from its original state to a corresponding deflected shape like the figure shown.

Set-up the virtual deflection of the beam

How did we arrive at this deflected shape? Consider the beam as a lever with its reactions as pivot points. When \(R_A\) acts on it, it pushes the beam upward and pivots at the other support.

If we would like to solve for the other components, such as shear and moment, we apply the same concept. Say we would like to find the shear at the midpoint. We first expose it (by cutting a plane section in the middle and splitting the beam into two) and let it do "work" on both parts. Like the example above, the reactions act as pivot points; hence, the left rotates downward about the left-side support while the right rotates upward about the right-side support.

The deflected shape serves as our set-up when using the virtual work method. One important thing to note is that this shape is fictional. All translations and rotations resulting from letting the components do "work" on the beam are imaginary.

The purpose of this is to provide the fictional \(\Delta\) or \(\theta\) we need later on and create relationships from them. 

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Get Total Work

Difference between external and internal work

After deflecting the beam to its fictional shape, we need to get the work done by all forces corresponding to this deflected shape. 

There are two types of work: external work \(W_E\) and internal work \(W_I\).

  • The work done by external loads is external \(W_E\).
  • The work done by reactions and internal force (axial, shear, moment, torsion) is internal \(W_I\).

In our example, the work done by the concentrated load \(P\) is external, while the work done by the reaction force (as well as shear or moment) is internal.

\(W_E=R_A\times{\delta_A}\)

\(W_I=P\times{\delta_B}\)

The \(\delta\) components are imaginary translations from the beam's original state to its fictional deflected shape.

The sum of these \(W\) is the total work or "net" work \(W_{tot}\) done on the body.

\(W_{tot}=W_E+W_I\)

In our example, (W_{tot}\) is equal to:

\(W_{tot}=R_A\times{\delta_A}-P\times{\delta_B}\)

The work due to the external load is negative because the force is opposite to the vertical deflection (see negative work).

Apply Work-Energy Theorem and Equilibrium

In any Physics class, one will discuss the work-energy theorem: the work done by all forces \(W_{tot}\) acting on a body equals the change in the body's kinetic energy:

\(W_{tot}=\Delta{K}\)

To solve for the unknown component, we apply this equation; however, it is essential to note that this structure is in static equilibrium - meaning it is at rest. Therefore, there must be no kinetic energy acting on the beam \(\Delta{K}=0\). As a result, the work-energy theorem becomes:

Work-Energy Theorem (Static Equilibrium): \(W_{tot}=0\)

To illustrate this outline, let's consider an example.

Summary

Let's summarize:

We can use virtual work and the work-energy theorem to solve a structure's reactions and internal forces.
We first identify the component we want to solve: reaction, shear, or moment. Afterward, we let it do "work" on the beam and allow it to deflect. The purpose of this deflected shape is to provide the fictional \(\Delta\) or \(\theta\) we need later on. This imaginary shape serves as our set-up when using the virtual work method.
Afterward, we need to solve all external work \(W_E\) and internal work \(W_I\) on the beam and get the total work on the body: \(W_{tot}=W_E+W_I\)
Finally, we apply the work-energy theorem and static equilibrium to solve for the missing component: \(W_{tot}=0\)

Created On
June 5, 2023
Updated On
February 23, 2024
Contributors
Edgar Christian Dirige
Founder
References

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