# Nonlinear finite elements/Axial bar weak form

## Contents

## Axially loaded bar: Weak Form[edit]

Instead of deriving the differential equation using a balance of forces
on a differential element, we may arrive at the same problem description
via a different route - ** the principle of virtual work** (also called the **variational approach**).

If we imagine there were forces (virtual forces) inside and outside of the bar, then the virtual work generated by these 'virtual forces' should conserve energy. For the bar, this principle can be stated as

where is the virtual work of the internal forces, is the virtual work of the external forces, and is the virtual work of the body forces.

The virtual internal work is given by

The virtual work done by the external forces is given by

The virtual work done by the body forces is given by

The principle of virtual work for the bar can then be expressed as

Now, the stress and the virtual strain expressed in terms of the displacements are

Therefore, we have

Note that the virtual displacement is zero at points on the boundary where displacements are prescribed.

The above equation is called the ** variational form** or ** weak form** of the problem.

### Why is it called a variational form?[edit]

Let us start with the weak form. Using the formula for the first variation (from variational calculus)

we have

Therefore, the weak form can be written as

This is equivalent to the following ** variational statement** of the
problem

```
```

where means *variation in* and is an arbitrary variation on subject to the condition that .

### Principle of minimum potential energy[edit]

Note that the first term of is the strain energy stored and the next two terms are the potential energy of the external forces ( ).
The above variational statement can also be interpreted as statement of minimum potential energy: *the total potential of the system (elastic body and external forces) attains a stationary value when equilibrium is satisfied*. Further more, this stationary value is minimum. This can be reinterpreted as * of all the possible displacements, the actual displacement minimizes the potential energy of the system*.

## Equivalence of the strong and weak forms[edit]

The strong and weak statements of the problem are equivalent. Since
finite elements uses the ** weak form** of the problem statement, we
can either derive the weak form from the strong form or using the
principle of virtual work. The preferred approach is chosen on the basis of convenience.

We can derive the weak form from the strong form as follows. We multiply the strong form with an arbitrary virtual displacement (or weighting function) and integrate over the length of the bar. Thus

Next, we integrate the first term of the equation by parts (to get rid of the higher order derivatives of ) and get

Recall that and . Therefore, we have

This is the same as the weak form derived from the principle of virtual work.