# Videos and Tutorials:

## Problem 1: Deep Beam

In this problem we look at the analysis of a deep beam with a concentrated load in the middle. This problem serves as an introduction to for input and output of a PLANE solid linear elastic model into ABAQUS.
Problem description:

Mesh, Material and Section:

Assembly:

Viewing Results:

Importing into Excel:

## Problem 2: Bernoulli vs. Timoshenko Cantilever Beams

The dimensions of the beam are . The Material properties are: . The concentrated load at the cantilever end is . The effective shear area for the Timoshenko beam is . Note that in some texts, the inverse of this relationship is given . The exact solution for the vertical displacement at the cantilever end for the Bernoulli beam is given by:

While that for the Timoshenko beam is given by:

Problem description:

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Part 5:s

## Problem 3: Inflating a Balloon of Shell Elements

In this example we look at using hyperelastic material and shell elements for a highly nonlinear problem.
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## Problem 4: Elasto-Plastic Buckling of a Plate

A plate that is thick and wide is loaded until it buckles around the minor axis. The problem will be considered as a plane problem. The Euler buckling load can be calculated as follows:

The critical load per width of the plate is given by:

The relationship between the true stress and the plastic strain is given by:

True Stress(MPa) Plastic Strain
800 0
900 0.1%
1000 0.3%
1100 0.7%
1200 2%

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## Problem 5: Cylinder in Contact with a Rigid Plate

In this example, an arbitrary cylinder is resting on a rigid base. The friction coefficient is taken as 0.2.

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## Problem 6: Elasto-plastic Buckling of a 100x100x10 Steel Angle under Bending and Normal Force

In this example, the Arc-Length method (Riks method in ABAQUS) is used to apply bending and normal force on a steel angle. The following are three videos created by three different students:

## Example: How to extract data along a path in ABAQUS

See the following two examples created by two former students on how to extract data along a path in ABAQUS: