One of the most powerful methods in solving for the deflection of structures are the work methods which consists of virtual and real work. As preparation, we'll review several concepts.
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Virtual and real work methods are essential procedures in solving translations and rotations.

Also known as energy methods, we investigate the work or energy done by the structure rather than analyzing it in terms of its loads. We then take advantage of the Law of Conservation of Energy to solve for the deflections.

One massive benefit of the work methods is that they allow you to solve for the deflection of plane beams, frames, and trusses.

Preparation

This post serves as a preparation stage. We will need to understand several topics to understand the work methods.

  • Work and Energy
  • Law of Conservation of Energy
  • Strain Energy
  • Superposition

Work, Energy, and the Law of Conservation of Energy

  • Work \(W\) happens if a force or moment causes something to move: \(W=P{\times}{\Delta}\) or \(W=M{\times}{\theta}\).
  • Energy is the ability to do work.
  • The Law of Conservation of Energy states that nothing can create or destroy energy.

You can learn more about these concepts in this post.

Relating Work and Energy

Work and energy can be related using the Law of Conservation of Energy. Concerning our topic of structural deflections, we'll consider a beam example.

External work and internal energy

When loads apply to it and cause deflection, there is external work \(W\). From the law of conservation of energy, this external work \(W\) has to transfer somewhere. As the beam deflects from its original position, the fibers of the beam will deform and store the external work \(W\) in the form of strain energy \(U\). Generally speaking, we can express this law for this system as:

\(W=U\)

Strain Energy

Let's expound on strain energy \(U\). Formally, this is potential energy due to the deformation of an object.

To illustrate what it is, say that we have a fixed bar on one end, as seen in the figure. Initially, this bar is unstressed and experiences no form of load. When we apply a tension force \(P\) on the free end, the bar elongates by \(\Delta\), and there is external work \(W\). It causes the bar to experience axial strains in the form of strain energy \(U\). When we remove tension force, the bar may or may not return to its original state depending on its properties.

With \(U\), the next question is: how do we compute strain energy \(U\)? The answer to that question will depend on the amount of \(P\) applied and the object's deformation.

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Elastic and Plastic Regions

To adequately explain, say that we are to gradually increase force \(P\) continually and plot the results using a force-displacement \(P-\Delta\) diagram:

Definition of strain energy

At first, there is a direct linear relationship between \(P\) and \(\Delta\), as evidenced by the straight line. During this phase, the material returns to its original unstressed state whenever we remove \(P\). In Strength of Materials, we say that the bar is at the elastic region.

As \(P\) continually increases, there comes the point where the deformations it experiences becomes permanent. Once we release \(P\) at this state, the bar will never return to its original unstressed state. At this point, we say that \(P\) and \(\Delta\) observe a nonlinear relationship. We say the bar has reached the plastic region.

Between these two regions lies a point we call the yield point. It marks the transition between the two areas.

Because of these different regions, the answer to how to compute strain energy is not precisely direct. However, we can interpret it as the area under a \(P-\Delta\) graph.

If the work applied causes the structure to deform in the elastic region, then the area under the \(P-\Delta\) diagram is:

Strain Energy - Elastic Region: \(U=\frac{1}{2}P\Delta\)

This expression is what we used to solve for strain energy \(U\) (if the object is still in the elastic region). It means you can only use it until the object has reached its yield point.

Superposition

  • Superposition allows you to add reactions, internal forces, and deflection of similar structures with different loading conditions to get a combined similar model.
  • Superposition can also "break down" an existing structure into similar structures that can be combined again.

You can learn more about these concepts in this post.

Work Methods

We are now ready to discuss the different work methods for solving deflections of structures. There are two work or energy methods approaches (1) Virtual Work and (2) Real Work.

The second method, real work, is limited to certain instances, as we will discover soon. To break its limitations, there is the Partial Derivative Method.

From these approaches, there is real work and fictional (virtual) work. To expound, recall that work is force \(F\) times displacement \(\Delta\) or moment \(M\) times rotation \(\theta\). If both are real quantities, then it is real work. On the other hand, if any of those quantities is imaginary, then it is virtual work.

Summary

Virtual and real work methods are essential procedures in solving translations and rotations.
Also known as energy methods, we investigate the work or energy done by the structure rather than analyzing it in terms of its loads.
One massive benefit of the work methods is that they allow you to solve for the deflection of plane beams, frames, and trusses.
As preparation, we recall and introduce several concepts: work, energy, the Law of Conservation of Energy, strain energy, and superposition.
Work \(W\) happens if a force or moment causes something to move: \(W=P{\times}{\Delta}\) or \(W=M{\times}{\theta}\).
Energy is the ability to do work.
The Law of Conservation of Energy states that nothing can create or destroy energy. Generally speaking, we can express this law as \(W=U\)
Strain Energy \(U\) is potential energy due to the deformation of an object.
Strain energy is the area under a \(P-\Delta\) graph. It can either be elastic or plastic.
If the work applied causes the structure to deform in the elastic region, then the area under the \(P-\Delta\) diagram is \(U=\frac{1}{2}P\Delta\).
Superposition allows you to add reactions, internal forces, and deflection of similar structures with different loading conditions to get a combined similar model.
Superposition can also "break down" an existing structure into similar structures that can be combined again.
There are two work or energy methods approaches (1) Virtual Work and (2) Real Work.
An expansion of the Real Work method exists which is the Partial Derivative Method.
If both \(F-\Delta\)/\(M-\theta\) are actual quantities, then it is real work. On the other hand, if any of those quantities is imaginary, then it is virtual work.

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