The following elements and materials/loads support fracture-parameter calculation:
Table 2.1: Element Support for Fracture-Parameter Calculation
Element Type | Description | Parameter Calculations Supported | ||||||
---|---|---|---|---|---|---|---|---|
2D 4-Node Structural Solid | ||||||||
2D 8-Node or 6-Node Structural Solid | ||||||||
3D 8-Node Structural Solid |
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3D 20-Node Structural Solid | ||||||||
3D 10-Node Tetrahedral Structural Solid |
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3D 4-Node Tetrahedral Structural Solid with Nodal Pressures |
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Table 2.2: Material and Load Support for Fracture-Parameter Calculation
Fracture Parameter | Material Models Supported | Load Types Supported | |
---|---|---|---|
FEM | J-integral |
| |
Stress-intensity factors |
| ||
T-stress |
|
| |
C*-integral |
|
| |
VCCT |
|
| |
Material force |
|
| |
Singularity-Based XFEM | J-integral |
|
|
Stress-intensity factors |
|
| |
T-stress | Not available | -- | |
C*-integral | -- | ||
VCCT | -- | ||
Material force | -- |
[a] Includes gravity and centrifugal body forces with commands ACEL, OMEGA, CMOMEGA, CMACEL, CGLOC, CGOMGA. For information about applying gravity and centrifugal body forces, see the documentation for those commands.
[b] The program transforms initial stresses internally to initial strains for fracture-parameter calculation.
[c] An alternate approach to incorporate any residual (initial) stress for fracture analysis. The program automatically applies a crack-surface traction load equivalent to the specified initial-stress field. Figure 2.2: Superposition Principle: Initial Stress vs. Crack-Face Traction establishes that an equivalent crack-surface traction load leads to the same fracture parameters in the linear elastic regime. See CINT,CSFL for more information.