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 || 0
| kIe || The elastic slope, k, in mode I || [[ConsistentUnits Command#Legacy and Consistent Units|pressure/length units]] || 0
|-
|-
| kIIe || The elastic slope, k, in mode II || MPa/mm || 0
| kIIe || The elastic slope, k, in mode II || [[ConsistentUnits Command#Legacy and Consistent Units|pressure/length units]] || 0
|}
|}

Revision as of 13:49, 2 June 2015

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 pressure/length units 0
kIIe The elastic slope, k, in mode II pressure/length units 0