Difference between revisions of "Linear Traction Law"

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== Failure ==
== Failure ==


This traction does not fail or release energy; as COD increases, the traction keeps increasing. If you want to model failure, use a [[Triangular Traction Law|trangular traction law]] instead. For example, to model a linear law that suddenly drops to zero stress at some critical COD, use a [[Triangular Traction Law||trangular traction law]] with the same elastic slope, enter the critical COD (&delta<sub>c</sub>), and set its [[Triangular Traction Law#Traction Law Properties|delpkI and/or delpkII parameters]] to 1. The toughness of this law will be
This traction does not fail or release energy; as COD increases, the traction keeps increasing. If you want to model failure, use a [[Triangular Traction Law|trangular traction law]] instead. For example, to model a linear law that suddenly drops to zero stress at some critical COD, use a [[Triangular Traction Law|trangular traction law]] with the same elastic slope, enter the critical COD (&delta;<sub>c</sub>), and set its [[Triangular Traction Law#Traction Law Properties|delpkI and/or delpkII parameters]] to 1. The toughness of this law would be


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{| class="wikitable"
{| class="wikitable"
|-
|-
| kIe || The elastic slope, k, in mode I || MPa/mm || none
! Property !! Description !! Units !! Default
|-
|-
| kIIe || The elastic slope, k, in mode II || MPa/mm || none
| 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 || [[ConsistentUnits Command#Legacy and Consistent Units|pressure/length units]] || 0
|}
|}
== Traction History Variables ==
This material tracks no history variables.

Latest revision as of 21:07, 2 January 2021

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 (δc), and set its delpkI and/or delpkII parameters to 1. The toughness of this law would 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

Traction History Variables

This material tracks no history variables.