Mechanical APDL Structural Analysis Guide

(lily) #1

where Par1 is the coordinate system number and Par2 is the axis of coordinate system Par1.


Example 1


! local coordinate system
LOCAL,11,0,,,,
! select nodes located along the crack front and
! define it as crack front/tip node component
NSEL,S,LOC,X,Xctip
NSEL,R,LOC,Y,Yctip
CM,CRACK_TIP_NODE_CM
! Define a new stress-intensity factors calculation
CINT,NEW,1
CINT,TYPE,SIFS
CINT,CTNC,CRACK_TIP_NODE_CM
CINT,NORM,11,2

Example 2


! select nodes located along the crack front and
! define it as crack front/tip node component
LSEL,,,,
NSLL
CM,CRACK_FRONT_NODE_CM,NODE
CINT,NEW,1
CINT,TYPE,SIFS
CINT,CTNC,CRACK_FRONT_NODE_CM,

Define the Crack-Extension Node Component and Crack-Extension Direction


Use this method when the crack plane is not flat, or when a set of nodes form the crack tip, as in the
case of a collapsed crack-tip mesh:



  1. Define a node component consisting of one or more nodes forming the crack tip.


The node component can have one or more nodes.

Example:CINT,CENC,CMName


  1. Identify the crack-tip node separately if the node component has more than one node.


If a crack-tip node is not identified, the first node of the node component is taken to be the first
node.

Example:CINT,CENCP,CMName,node1


  1. Define the crack-extension direction.


Identify the local coordinate system associated with the crack under consideration.

Identify the local axis (for the above CS) along which the crack is supposed to extend.

Example:CINT,CENC,CMName,node1,11,2

Alternatively, define the crack-extension direction by directly specifying the global X Y and Z com-
ponents of the crack-extension vector.

Example:CINT,CENC,CMName,node1,,,compx,compy,compz

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Fracture Mechanics

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