Difference between revisions of "Linear Traction Law"
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! Property !! Description !! Units !! Default | ! Property !! Description !! Units !! Default | ||
|- | |- | ||
| kIe || The elastic slope, k, in mode I || MPa/mm || | | kIe || The elastic slope, k, in mode I || MPa/mm || 0 | ||
|- | |- | ||
| kIIe || The elastic slope, k, in mode II || MPa/mm || | | kIIe || The elastic slope, k, in mode II || MPa/mm || 0 | ||
|} | |} |
Revision as of 08:07, 8 January 2014
The Traction Law
This traction law applies a linearly increasing stress and it never fails.
Failure
This traction does not fail or release energy; as COD increases, the traction keeps increasing. If you want to model failure, use a trangular traction law instead. For example, to model a linear law that suddenly drops to zero stress at some critical COD, use a |trangular traction law with the same elastic slope, enter the critical COD (&deltac), and set its delpkI and/or delpkII parameters to 1. The toughness of this law will be
[math]\displaystyle{ J_c = {1\over 2} k \delta_c^2 }[/math]
Traction Law Properties
The following properties are used to create a linear traction law:
Property | Description | Units | Default |
---|---|---|---|
kIe | The elastic slope, k, in mode I | MPa/mm | 0 |
kIIe | The elastic slope, k, in mode II | MPa/mm | 0 |