# Large Displacement Solution

The linear theory assumes small displacements. It also assumes that the normals to contact areas do not change direction during loading, so it applies the full load in one step. This approach might lead to inaccurate results or convergence difficulties if these assumptions are not valid.

You can use a large displacement solution. This takes more time and resources than the small displacement solution but gives more accurate results.

The large displacement solution is required when the acquired deformation alters the stiffness (the ability of the structure to resist loads) significantly.

The small displacement solution assumes that the stiffness does not change during loading. The large displacement solution assumes that the stiffness changes during loading so it applies the load in steps and updates the stiffness for each solution step.

When Large displacement is selected in the Static dialog box, the static study is solved by stepping the load and updating the geometry.

- For models with Pin connectors, verifies that the relative
rotation (θ) within each individual Pin connector is small. The solver issues a
warning message when the relative rotation θ is larger than 5
^{o}(degrees). - For all models, checks the maximum displacement (Euclidean norm) among the
total number of nodes and compares it to the characteristic length of the model.
If the ratio of the maximum displacement over the characteristic length of the
model is larger than 10%, a warning message appears. The characteristic length
of the model (L) is calculated as:
where: X

_{i}, Y_{i}, and Z_{i}are the coordinates of node i; X_{c}, Y_{c}, and Z_{c}are the coordinates of the model geometric center; and N is the total number of nodes in the model.

To activate Large displacement:

- In the Simulation study tree, right-click the static study icon and click
Properties.
The Static dialog box appears.

- On the Options tab, select Large displacement.
- Click OK.

This option dictates how the software proceeds with the contact problem. For an example of this function, see the Online Tutorial.

Large displacement cleared | The full load is applied at once. Source and target pairs are set based on the initial configuration and remain unchanged during contact iterations. Normals to contact areas are also based on the initial configuration and remain unchanged during contact. Inaccurate results or convergence difficulties might occur if these assumptions are not valid. |

Large displacement checked | Loads are applied gradually and uniformly in a number of steps up to their full values. The software sets the number of steps based on deformation results. Source and target pairs and normals to contact areas are evaluated at each solution step. |

## Recommended Procedure

- Solve the problem without activating the Large displacement option.
- Activate the Large
displacement option and try again in the following cases:
- If displacements of the contacting faces are noticeable when you plot the deformed shape using a scale factor of 1.0.
- If the highest strain exceeds 4%.
- If von Mises stresses are close to yield.

## Notes

- Create a nonlinear study to handle large strain and material nonlinearity.
- The large displacement solution does not work with:
- Spot weld and bearing connectors
- Beam mesh or mixed mesh that includes beams
- Remote mass loads
- Rigid bodies
- Compute free body forces option in the Static dialog box (the software ignores the option.)