HexahedronFEMForceFieldAndMass
Hexahedral finite elements with mass.
Vec3d
Templates:
- Vec3d
Target: Sofa.Component.SolidMechanics.FEM.Elastic
namespace: sofa::component::solidmechanics::fem::elastic
parents:
- Mass
- HexahedronFEMForceField
Data
Name | Description | Default value |
---|---|---|
name | object name | unnamed |
printLog | if true, emits extra messages at runtime. | 0 |
tags | list of the subsets the object belongs to | |
bbox | this object bounding box | |
componentState | The state of the component among (Dirty, Valid, Undefined, Loading, Invalid). | Undefined |
listening | if true, handle the events, otherwise ignore the events | 0 |
rayleighStiffness | Rayleigh damping - stiffness matrix coefficient | 0 |
separateGravity | add separately gravity to velocity computation | 0 |
rayleighMass | Rayleigh damping - mass matrix coefficient | 0 |
poissonRatio | FEM Poisson Ratio in Hooke's law [0,0.5[ | 0.45 |
youngModulus | FEM Young's Modulus in Hooke's law | 5000 |
method | "large" or "polar" or "small" displacements | large |
updateStiffnessMatrix | 0 | |
gatherPt | number of dof accumulated per threads during the gather operation (Only use in GPU version) | |
gatherBsize | number of dof accumulated per threads during the gather operation (Only use in GPU version) | |
stiffnessMatrices | Stiffness matrices per element (K_i) | |
initialPoints | Initial Position | |
massMatrices | Mass matrices per element (M_i) | |
density | density == volumetric mass in english (kg.m-3) | 1 |
lumpedMass | Does it use lumped masses? | 0 |
Visualization | ||
drawing | draw the forcefield if true | 1 |
drawPercentageOffset | size of the hexa | 0.15 |
Links
Name | Description | Destination type name |
---|---|---|
context | Graph Node containing this object (or BaseContext::getDefault() if no graph is used) | BaseContext |
slaves | Sub-objects used internally by this object | BaseObject |
master | nullptr for regular objects, or master object for which this object is one sub-objects | BaseObject |
mechanicalStates | List of mechanical states to which this component is associated | BaseMechanicalState |
mstate | MechanicalState used by this component | MechanicalState<Vec3d> |
topology | link to the topology container | BaseMeshTopology |
Examples
HexahedronFEMForceFieldAndMass.scn
<?xml version="1.0"?>
<Node name="root" dt="0.02">
<RequiredPlugin name="Sofa.Component.Collision.Detection.Algorithm"/> <!-- Needed to use components [BVHNarrowPhase BruteForceBroadPhase CollisionPipeline] -->
<RequiredPlugin name="Sofa.Component.Collision.Detection.Intersection"/> <!-- Needed to use components [MinProximityIntersection] -->
<RequiredPlugin name="Sofa.Component.Collision.Geometry"/> <!-- Needed to use components [LineCollisionModel PointCollisionModel TriangleCollisionModel] -->
<RequiredPlugin name="Sofa.Component.Collision.Response.Contact"/> <!-- Needed to use components [CollisionResponse] -->
<RequiredPlugin name="Sofa.Component.Constraint.Projective"/> <!-- Needed to use components [FixedProjectiveConstraint] -->
<RequiredPlugin name="Sofa.Component.LinearSolver.Iterative"/> <!-- Needed to use components [CGLinearSolver] -->
<RequiredPlugin name="Sofa.Component.ODESolver.Backward"/> <!-- Needed to use components [EulerImplicitSolver] -->
<RequiredPlugin name="Sofa.Component.SolidMechanics.FEM.Elastic"/> <!-- Needed to use components [HexahedronFEMForceFieldAndMass] -->
<RequiredPlugin name="Sofa.Component.StateContainer"/> <!-- Needed to use components [MechanicalObject] -->
<RequiredPlugin name="Sofa.Component.Topology.Container.Grid"/> <!-- Needed to use components [RegularGridTopology] -->
<RequiredPlugin name="Sofa.Component.Visual"/> <!-- Needed to use components [VisualStyle] -->
<DefaultAnimationLoop/>
<VisualStyle displayFlags="showBehaviorModels showForceFields" />
<CollisionPipeline depth="6" verbose="0" draw="0" />
<BruteForceBroadPhase/>
<BVHNarrowPhase/>
<MinProximityIntersection name="Proximity" alarmDistance="0.5" contactDistance="0.3" />
<CollisionResponse name="Response" response="PenalityContactForceField" />
<Node name="M1">
<EulerImplicitSolver name="cg_odesolver" printLog="false" rayleighStiffness="0.1" rayleighMass="0.1" />
<CGLinearSolver iterations="25" name="linear solver" tolerance="1.0e-9" threshold="1.0e-9" />
<MechanicalObject />
<RegularGridTopology nx="4" ny="4" nz="20" xmin="-9" xmax="-6" ymin="0" ymax="3" zmin="0" zmax="19" />
<FixedProjectiveConstraint indices="0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15" />
<HexahedronFEMForceFieldAndMass name="FEM" youngModulus="40000" poissonRatio="0.3" method="large" density="1" />
<TriangleCollisionModel />
<LineCollisionModel />
<PointCollisionModel />
</Node>
</Node>
def createScene(root_node):
root = root_node.addChild('root', dt="0.02")
root.addObject('RequiredPlugin', name="Sofa.Component.Collision.Detection.Algorithm")
root.addObject('RequiredPlugin', name="Sofa.Component.Collision.Detection.Intersection")
root.addObject('RequiredPlugin', name="Sofa.Component.Collision.Geometry")
root.addObject('RequiredPlugin', name="Sofa.Component.Collision.Response.Contact")
root.addObject('RequiredPlugin', name="Sofa.Component.Constraint.Projective")
root.addObject('RequiredPlugin', name="Sofa.Component.LinearSolver.Iterative")
root.addObject('RequiredPlugin', name="Sofa.Component.ODESolver.Backward")
root.addObject('RequiredPlugin', name="Sofa.Component.SolidMechanics.FEM.Elastic")
root.addObject('RequiredPlugin', name="Sofa.Component.StateContainer")
root.addObject('RequiredPlugin', name="Sofa.Component.Topology.Container.Grid")
root.addObject('RequiredPlugin', name="Sofa.Component.Visual")
root.addObject('DefaultAnimationLoop', )
root.addObject('VisualStyle', displayFlags="showBehaviorModels showForceFields")
root.addObject('CollisionPipeline', depth="6", verbose="0", draw="0")
root.addObject('BruteForceBroadPhase', )
root.addObject('BVHNarrowPhase', )
root.addObject('MinProximityIntersection', name="Proximity", alarmDistance="0.5", contactDistance="0.3")
root.addObject('CollisionResponse', name="Response", response="PenalityContactForceField")
m1 = root.addChild('M1')
m1.addObject('EulerImplicitSolver', name="cg_odesolver", printLog="false", rayleighStiffness="0.1", rayleighMass="0.1")
m1.addObject('CGLinearSolver', iterations="25", name="linear solver", tolerance="1.0e-9", threshold="1.0e-9")
m1.addObject('MechanicalObject', )
m1.addObject('RegularGridTopology', nx="4", ny="4", nz="20", xmin="-9", xmax="-6", ymin="0", ymax="3", zmin="0", zmax="19")
m1.addObject('FixedProjectiveConstraint', indices="0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15")
m1.addObject('HexahedronFEMForceFieldAndMass', name="FEM", youngModulus="40000", poissonRatio="0.3", method="large", density="1")
m1.addObject('TriangleCollisionModel', )
m1.addObject('LineCollisionModel', )
m1.addObject('PointCollisionModel', )