Difference between revisions of "Linear Traction Law"

From OSUPDOCS
Jump to navigation Jump to search
Line 21: Line 21:
! Property !! Description !! Units !! Default
! Property !! Description !! Units !! Default
|-
|-
| kIe || The elastic slope, k, in mode I || MPa/mm || none
| kIe || The elastic slope, k, in mode I || MPa/mm || 0
|-
|-
| kIIe || The elastic slope, k, in mode II || MPa/mm || none
| 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.

Linear.jpg

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