# Nonlinear finite elements/Axially loaded bar

## An axially loaded bar[edit | edit source]

Let us consider the simplest solid mechanics problem that we can think of - the axial loading of a bar (see Figure 1).

** Given:**

The bar is of length and has an area of cross-section . The Young's modulus of the material is .

** Find:**

We want to find the ** stresses** and ** deformations** in the bar due to the concentrated axial load at the end.

** Assumptions:**

- The cross-section of the bar does not change after loading.
- The material is linear elastic, isotropic, and homogeneous.
- The load is centric.
- End-effects are not of interest to us.

### Strength of Materials Approach[edit | edit source]

From the free-body diagram of the bar, a balance of forces gives

The ** stress** in the bar is given by

The ** constitutive model** for the bar is given by Hooke's law
(). Therefore, the ** strain** in the bar is

To get the ** deformation** of the bar, we use the strain-displacement
relations

We can get the deformation of any point in the bar in a similar manner:

## A more complicated axial load[edit | edit source]

Now, suppose that we have a linear distributed axial load
in addition to the load (see Figure 2(a)). This load has units of force per unit length and is also called a ** body** load. Examples are gravity and inertial forces due to rotation around the axis.

Once again, we want to calculate stresses and displacements. Note that stresses are no longer constant along the length of the bar.

### Strength of Materials Approach[edit | edit source]

From the free body diagram of the bar, a balance of forces gives

So we know the reaction force at the wall. But we want to know **the stress and displacement at any point along the bar**.

To do this, we can make a cut at any point along the length and use the free body diagram to compute a reaction force (see Figure 2(b)). But this is tedious since we have to repeat the process for every point in the bar.