Click or drag to resize

PrincipalStressDirssolve Method

retrieve principal stress directions for shell elements. No output is generated for beams.

Namespace:  Karamba.Results
Assembly:  KarambaCommon (in KarambaCommon.dll) Version: 1.0.0.0 (1.0.0.0)
Syntax
public static void solve(
	Model model,
	int layer_ind,
	double layer_pos,
	VectReal superimp_factors,
	out List<Point3> princ_origins,
	out List<Vector3> princ_vec1s,
	out List<Vector3> princ_vec2s,
	out List<double> princ_val1s,
	out List<double> princ_val2s
)

Parameters

model
Type: Karamba.ModelsModel
Model with calculated displacements
layer_ind
Type: SystemInt32
index of layer of shell where force flow lines shall be computed.
layer_pos
Type: SystemDouble
layer of shell where force flow lines shall be computed. -1 is the lower side, +1 the upper side.
superimp_factors
Type: VectReal
vector of doubles for superimposing the loadcases
princ_origins
Type: System.Collections.GenericListPoint3
coordinates of points where principal directions were calculated
princ_vec1s
Type: System.Collections.GenericListVector3
vector tangent to first principal direction
princ_vec2s
Type: System.Collections.GenericListVector3
vector tangent to second principal direction
princ_val1s
Type: System.Collections.GenericListDouble
value of first principal stress
princ_val2s
Type: System.Collections.GenericListDouble
value of second principal stress
See Also