Users:General FEM Analysis/Materials Reference/Puck Failure Criterion
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* Fibre Fracture (FF) | * Fibre Fracture (FF) | ||
* Inter Fibre Fracture (IFF) | * Inter Fibre Fracture (IFF) | ||
+ | |||
+ | === Parameter Description === | ||
+ | |||
+ | {| border="1" cellpadding="3" cellspacing="0" | ||
+ | |colspan="3" style="background:#efefef;"| Compulsory Parameters | ||
+ | |- | ||
+ | !Parameter | ||
+ | !Values, Default(*) | ||
+ | !Description | ||
+ | |- | ||
+ | !EF | ||
+ | |real | ||
+ | |Elasticity modulus of the fibres | ||
+ | |- | ||
+ | !RTL | ||
+ | |real | ||
+ | |Resistance to longitudinal tension (Direction 1) | ||
+ | |- | ||
+ | !RCL | ||
+ | |real | ||
+ | |Resistance to longitudinal compression (Direction 1) | ||
+ | |- | ||
+ | !RTT | ||
+ | |real | ||
+ | |Resistance to transverse tension (Direction 2) | ||
+ | |- | ||
+ | !RCT | ||
+ | |real | ||
+ | |Resistance to transverse compression (Direction 2) | ||
+ | |- | ||
+ | !RSL | ||
+ | |real | ||
+ | |Resistance to longitudinal shear | ||
+ | |- | ||
+ | !VFF | ||
+ | |real | ||
+ | |Volume fraction of the fibres | ||
+ | |- | ||
+ | !PTTL | ||
+ | |real | ||
+ | |Inclination parameter, p | ||
+ | |- | ||
+ | !PCTL | ||
+ | |real | ||
+ | |Inclination parameter, p | ||
+ | |- | ||
+ | |||
+ | |colspan="3" style="background:#efefef;"| Optional Parameters | ||
+ | |- | ||
+ | !Parameter | ||
+ | !Values, Default(*) | ||
+ | !Description | ||
+ | |- | ||
+ | !STRESS TYPE | ||
+ | |2D, 3D | ||
+ | |Indicates what kind of stress state should be used to calculate the failure condition. When not given, related element’s stress type is taken. | ||
+ | |- | ||
+ | !NUE12F | ||
+ | |real | ||
+ | |Poisson’s ratio for fibres. (De f ault = 0.2) | ||
+ | |- | ||
+ | !MGF | ||
+ | |real | ||
+ | |Amplification factor (De f ault = 1.2) | ||
+ | |- | ||
+ | !S, M | ||
+ | |real | ||
+ | |Parameters necessary for calculation of weakening due to _1. (De f ault = S = M = 0.5) | ||
+ | |- | ||
+ | !PTT | ||
+ | |real | ||
+ | |Inclination parameter p??. When not given, calculated using the strength values. See Section 3.1.2.3 | ||
+ | |- | ||
+ | !WEAKENING | ||
+ | |int | ||
+ | |Switch for calculation of weakening due to _1. | ||
+ | * 0 = OFF | ||
+ | * 1* = ON | ||
+ | |- | ||
+ | !FPS | ||
+ | |SWS*, GSS | ||
+ | |Switch for fracture plane search algorithm. | ||
+ | * SWS* = Stepwise Search Algorithm | ||
+ | * GSS = Golden Section Search Algorithm | ||
+ | |- | ||
+ | !FPS_SWS_SIZE | ||
+ | |real | ||
+ | |Step size for step-wise fracture plane search | ||
+ | |- | ||
+ | |- | ||
+ | |} |
Revision as of 08:59, 8 February 2013
General Description
It is based on Mohr‘s fracture hypothesis which is appropriate for brittle fracture behaviour of composite materials. It can distinguish between fibre fracture and different inter-fibre fracture. Both 2D and 3D formulations are implemented into Carat++. Available fracture modes for 2D Puck Criterion are:
- Fibre Fracture (FF)
- Inter Fibre Fracture Mode A (IFF A)
- Inter Fibre Fracture Mode B (IFF B)
- Inter Fibre Fracture Mode C (IFF C)
Available fracture modes for 3D Puck Criterion are:
- Fibre Fracture (FF)
- Inter Fibre Fracture (IFF)
Parameter Description
Compulsory Parameters | ||
Parameter | Values, Default(*) | Description |
---|---|---|
EF | real | Elasticity modulus of the fibres |
RTL | real | Resistance to longitudinal tension (Direction 1) |
RCL | real | Resistance to longitudinal compression (Direction 1) |
RTT | real | Resistance to transverse tension (Direction 2) |
RCT | real | Resistance to transverse compression (Direction 2) |
RSL | real | Resistance to longitudinal shear |
VFF | real | Volume fraction of the fibres |
PTTL | real | Inclination parameter, p |
PCTL | real | Inclination parameter, p |
Optional Parameters | ||
Parameter | Values, Default(*) | Description |
STRESS TYPE | 2D, 3D | Indicates what kind of stress state should be used to calculate the failure condition. When not given, related element’s stress type is taken. |
NUE12F | real | Poisson’s ratio for fibres. (De f ault = 0.2) |
MGF | real | Amplification factor (De f ault = 1.2) |
S, M | real | Parameters necessary for calculation of weakening due to _1. (De f ault = S = M = 0.5) |
PTT | real | Inclination parameter p??. When not given, calculated using the strength values. See Section 3.1.2.3 |
WEAKENING | int | Switch for calculation of weakening due to _1.
|
FPS | SWS*, GSS | Switch for fracture plane search algorithm.
|
FPS_SWS_SIZE | real | Step size for step-wise fracture plane search |
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