Difference between revisions of "Trilinear Traction Law"

From OSUPDOCS
Jump to navigation Jump to search
(Created page with "__TOC__ == The Traction Law == right This traction law assumes the triangular shape for traction as a function of crack opending d...")
 
Line 2: Line 2:
== The Traction Law ==
== The Traction Law ==


[[File:Tritraction.jpg|right]]
[[File:trilintraction.jpg|right]]


This [[Traction Laws|traction law]] assumes the triangular shape for traction as a function of crack opending displacement (COD). There are separate traction laws for opening displacement (mode I) and sliding displacement (mode II).
This [[Traction Laws|traction law]] assumes a piece-wise linear relation with two arbitrarily-specifiable break points (''i.e.'', three linear pieces). There are separate traction laws for opening displacement (mode I) and sliding displacement (mode II).
 
The toughness is
 
     
<math>J_c = {1\over2}\bigl(\sigma_1\delta_2 + \sigma_2(\delta_2-\delta_1)\bigr)</math>
 
The traction law for each mode depends up seven properties - (&delta;<sub>1</sub>,&sigma;<sub>1</sub>) and (&delta;<sub>2</sub>,&sigma;<sub>2</sub>) breakpoints, critical COD (&delta;<sub>c</sub>), total area or toughness (J<sub>c</sub>), and the initial elastic slope (k). You must enter exactly 5 of these seven properties for each mode. Furthermore, if one of the 5 is the initial slope, then either &sigma;<sub>1</sub> or &delta;<sub>1</sub> for that mode (but not both) must be one of the five specified properties. The two remaining unspecified parameters will be calculated from the five provided parameters. The final law must satisfy &delta;<sub>1</sub> &le; &delta;<sub>2</sub> &le; &delta;<sub>c</sub>, &delta;<sub>c</sub> &gt; 0, &sigma;<sub>1</sub> &ge; 0, &sigma;<sub>2</sub> &ge; 0, and &sigma;<sub>1</sub>+&sigma;<sub>2</sub> &amp; 0.


== Failure ==
== Failure ==

Revision as of 17:01, 7 January 2014

The Traction Law

Trilintraction.jpg

This traction law assumes a piece-wise linear relation with two arbitrarily-specifiable break points (i.e., three linear pieces). There are separate traction laws for opening displacement (mode I) and sliding displacement (mode II).

The toughness is

      [math]\displaystyle{ J_c = {1\over2}\bigl(\sigma_1\delta_2 + \sigma_2(\delta_2-\delta_1)\bigr) }[/math]

The traction law for each mode depends up seven properties - (δ11) and (δ22) breakpoints, critical COD (δc), total area or toughness (Jc), and the initial elastic slope (k). You must enter exactly 5 of these seven properties for each mode. Furthermore, if one of the 5 is the initial slope, then either σ1 or δ1 for that mode (but not both) must be one of the five specified properties. The two remaining unspecified parameters will be calculated from the five provided parameters. The final law must satisfy δ1 ≤ δ2 ≤ δc, δc > 0, σ1 ≥ 0, σ2 ≥ 0, and σ12 & 0.

Failure

Traction Law Properties

The following properties are used to create a triangular traction law:

Property Description Units Default
(other) Properties common to all traction laws varies varies