structuralBoundaryLoad
Specify boundary loads for structural model
Domain-specific structural workflow is not recommended. New features might not be compatible with this workflow. For help migrating your existing code to the unified finite element workflow, see Migration from Domain-Specific to Unified Workflow.
Syntax
Description
structuralBoundaryLoad(
specifies the surface traction, pressure, and translational stiffness on the
boundary of type structuralmodel
,RegionType
,RegionID
,"SurfaceTraction",STval
,"Pressure",Pval
,"TranslationalStiffness",TSval
)RegionType
with
RegionID
ID numbers.
Surface traction is determined as distributed normal and tangential forces acting on a boundary, resolved along the global Cartesian coordinate system.
Pressure must be specified in the direction that is normal to the boundary. A positive pressure value acts into the boundary (for example, compression). A negative pressure value acts away from the boundary (for example, suction).
Translational stiffness is a distributed spring stiffness for each translational direction. Translational stiffness is used to model an elastic foundation.
structuralBoundaryLoad
does not require you to specify
all three boundary loads. Depending on your structural analysis problem, you can
specify one or more boundary loads by picking the corresponding arguments and
omitting others. You can specify translational stiffness for any structural
model. To specify pressure or surface traction,
structuralmodel
must be a static, transient, or
frequency response model. Structural models for modal analysis cannot have
pressure or surface traction.
The default boundary load is a stress-free boundary condition.
structuralBoundaryLoad(
specifies concentrated force at a vertex with the structuralmodel
,"Vertex",VertexID
,"Force",Fval
)VertexID
number. You can specify force only if structuralmodel
is a
static, transient, or frequency response model. Structural models for modal
analysis cannot have concentrated force.
structuralBoundaryLoad(___,"Vectorized","on")
uses vectorized function evaluation when you pass a function handle as an
argument. If your function handle computes in a vectorized fashion, then using
this argument saves time. See Vectorization. For details on this
evaluation, see Nonconstant Boundary Conditions.
Use this syntax with any of the input arguments from previous syntaxes.
structuralBoundaryLoad(___,"Pressure",
lets you specify the form and duration of a nonconstant pressure pulse and
harmonic excitation for a transient structural model without creating a function
handle. When using this syntax, you must specify the model, region type and
region ID, and pressure. Surface traction and translational stiffness are
optional arguments. This syntax does not work for static, modal analysis, and
frequency response models.Pval
,Name,Value
)
structuralBoundaryLoad(
lets you specify the form and duration of a nonconstant concentrated force and
harmonic excitation for a transient structural model without creating a function
handle.structuralmodel
,"Vertex",VertexID
,"Force",Fval
,Name,Value
)
structuralBoundaryLoad(___,"Label",
adds a label for the structural boundary load to be used by the labeltext
)linearizeInput
function. This function lets you pass boundary
loads to the linearize
function that extracts sparse linear models for use
with Control System Toolbox™.
returns the boundary load object.boundaryLoad
= structuralBoundaryLoad(___)
Examples
Apply Fixed Boundaries and Specify Surface Traction
Apply fixed boundaries and traction on two ends of a bimetallic cable.
Create a structural model.
structuralModel = createpde("structural","static-solid");
Create nested cylinders to model a bimetallic cable.
gm = multicylinder([0.01,0.015],0.05);
Assign the geometry to the structural model and plot the geometry.
structuralModel.Geometry = gm; pdegplot(structuralModel,"CellLabels","on", ... "FaceLabels","on", ... "FaceAlpha",0.4)
For each metal, specify Young's modulus and Poisson's ratio.
structuralProperties(structuralModel,"Cell",1,"YoungsModulus",110E9, ... "PoissonsRatio",0.28); structuralProperties(structuralModel,"Cell",2,"YoungsModulus",210E9, ... "PoissonsRatio",0.3);
Specify that faces 1 and 4 are fixed boundaries.
structuralBC(structuralModel,"Face",[1,4],"Constraint","fixed")
ans = StructuralBC with properties: RegionType: 'Face' RegionID: [1 4] Vectorized: 'off' Boundary Constraints and Enforced Displacements Displacement: [] XDisplacement: [] YDisplacement: [] ZDisplacement: [] Constraint: "fixed" Radius: [] Reference: [] Label: [] Boundary Loads Force: [] SurfaceTraction: [] Pressure: [] TranslationalStiffness: [] Label: []
Specify the surface traction for faces 2 and 5.
structuralBoundaryLoad(structuralModel, ... "Face",[2,5], ... "SurfaceTraction",[0;0;100])
ans = StructuralBC with properties: RegionType: 'Face' RegionID: [2 5] Vectorized: 'off' Boundary Constraints and Enforced Displacements Displacement: [] XDisplacement: [] YDisplacement: [] ZDisplacement: [] Constraint: [] Radius: [] Reference: [] Label: [] Boundary Loads Force: [] SurfaceTraction: [3x1 double] Pressure: [] TranslationalStiffness: [] Label: []
Specify Translational Stiffness
Create a structural model.
structuralModel = createpde("structural","static-solid");
Create a block geometry.
gm = multicuboid(20,10,5);
Assign the geometry to the structural model and plot the geometry.
structuralModel.Geometry = gm; pdegplot(structuralModel,"FaceLabels","on","FaceAlpha",0.5)
Specify Young's modulus and Poisson's ratio.
structuralProperties(structuralModel,"YoungsModulus",30, ... "PoissonsRatio",0.3);
The bottom face of the block rests on an elastic foundation (a spring). To model this foundation, specify the translational stiffness.
structuralBoundaryLoad(structuralModel, ... "Face",1, ... "TranslationalStiffness",[0;0;30])
ans = StructuralBC with properties: RegionType: 'Face' RegionID: 1 Vectorized: 'off' Boundary Constraints and Enforced Displacements Displacement: [] XDisplacement: [] YDisplacement: [] ZDisplacement: [] Constraint: [] Radius: [] Reference: [] Label: [] Boundary Loads Force: [] SurfaceTraction: [] Pressure: [] TranslationalStiffness: [3x1 double] Label: []
Apply Concentrated Force at Point
Specify a force value at a vertex of a geometry.
Create a structural model for static analysis of a solid (3-D) problem.
model = createpde("structural","static-solid");
Create the geometry, which consists of two cuboids stacked on top of each other.
gm = multicuboid(0.2,0.01,[0.01 0.01],"Zoffset",[0 0.01]);
Include the geometry in the structural model.
model.Geometry = gm;
Plot the geometry and display the face labels. Rotate the geometry so that you can see the face labels on the left side.
figure pdegplot(model,"FaceLabels","on"); view([-67 5])
Plot the geometry and display the vertex labels. Rotate the geometry so that you can see the vertex labels on the right side.
figure pdegplot(model,"VertexLabels","on","FaceAlpha",0.5) xlim([-0.01 0.1]) zlim([-0.01 0.02]) view([60 5])
Specify Young's modulus, Poisson's ratio, and the mass density of the material.
structuralProperties(model,"YoungsModulus",201E9,"PoissonsRatio",0.3);
Specify that faces 5 and 10 are fixed boundaries.
structuralBC(model,"Face",[5 10],"Constraint","fixed");
Specify the concentrated force at vertex 6.
structuralBoundaryLoad(model,"Vertex",6,"Force",[0;10^4;0])
ans = StructuralBC with properties: RegionType: 'Vertex' RegionID: 6 Vectorized: 'off' Boundary Constraints and Enforced Displacements Displacement: [] XDisplacement: [] YDisplacement: [] ZDisplacement: [] Constraint: [] Radius: [] Reference: [] Label: [] Boundary Loads Force: [3x1 double] SurfaceTraction: [] Pressure: [] TranslationalStiffness: [] Label: []
Specify Pressure for Frequency Response Model
Use a function handle to specify a frequency-dependent pressure for a frequency response model.
Create a frequency response model for a 3-D problem.
fmodel = createpde("structural","frequency-solid");
Import and plot the geometry.
importGeometry(fmodel,"TuningFork.stl"); figure pdegplot(fmodel,"FaceLabels","on")
Specify the pressure loading on a tine (face 11) as a short rectangular pressure pulse. In the frequency domain, this pressure pulse is a unit load uniformly distributed across all frequencies.
structuralBoundaryLoad(fmodel,"Face",11,"Pressure",1);
Now specify a frequency-dependent pressure load, for example, .
pLoad = @(location,state) exp(-(state.frequency-1E3).^2/1E5); structuralBoundaryLoad(fmodel,"Face",12,"Pressure",pLoad);
Specify Nonconstant Pressure For Transient Model by Using Function Handle
Use a function handle to specify a harmonically varying pressure at the center of a thin 3-D plate.
Create a transient dynamic model for a 3-D problem.
structuralmodel = createpde("structural","transient-solid");
Create a geometry consisting of a thin 3-D plate with a small plate at the center. Include the geometry in the model and plot it.
gm = multicuboid([5,0.05],[5,0.05],0.01); structuralmodel.Geometry = gm; pdegplot(structuralmodel,"FaceLabels","on","FaceAlpha",0.5)
Zoom in to see the face labels on the small plate at the center.
figure pdegplot(structuralmodel,"FaceLabels","on","FaceAlpha",0.25) axis([-0.2 0.2 -0.2 0.2 -0.1 0.1])
Specify Young's modulus, Poisson's ratio, and the mass density of the material.
structuralProperties(structuralmodel,"YoungsModulus",210E9,... "PoissonsRatio",0.3,... "MassDensity",7800);
Specify that all faces on the periphery of the thin 3-D plate are fixed boundaries.
structuralBC(structuralmodel,"Constraint","fixed","Face",5:8);
Apply a harmonically varying pressure load on the small face at the center of the plate.
plungerLoad = @(location,state)5E7.*sin(25.*state.time); structuralBoundaryLoad(structuralmodel,"Face",12,"Pressure",plungerLoad)
ans = StructuralBC with properties: RegionType: 'Face' RegionID: 12 Vectorized: 'off' Boundary Constraints and Enforced Displacements Displacement: [] XDisplacement: [] YDisplacement: [] ZDisplacement: [] Constraint: [] Radius: [] Reference: [] Label: [] Boundary Loads Force: [] SurfaceTraction: [] Pressure: @(location,state)5E7.*sin(25.*state.time) TranslationalStiffness: [] Label: [] Time Variation of Force, Pressure, or Enforced Displacement StartTime: [] EndTime: [] RiseTime: [] FallTime: [] Sinusoidal Variation of Force, Pressure, or Enforced Displacement Frequency: [] Phase: []
Apply Sinusoidal Pressure by Specifying Frequency
Specify a harmonically varying pressure at the center of a thin 3-D plate by specifying its frequency.
Create a transient dynamic model for a 3-D problem.
structuralmodel = createpde("structural","transient-solid");
Create a geometry consisting of a thin 3-D plate with a small plate at the center. Include the geometry in the model and plot it.
gm = multicuboid([5,0.05],[5,0.05],0.01); structuralmodel.Geometry=gm; pdegplot(structuralmodel,"FaceLabels","on","FaceAlpha",0.5)
Zoom in to see the face labels on the small plate at the center.
figure pdegplot(structuralmodel,"FaceLabels","on","FaceAlpha",0.25) axis([-0.2 0.2 -0.2 0.2 -0.1 0.1])
Specify Young's modulus, Poisson's ratio, and the mass density of the material.
structuralProperties(structuralmodel,"YoungsModulus",210E9,... "PoissonsRatio",0.3,... "MassDensity",7800);
Specify that all faces on the periphery of the thin 3-D plate are fixed boundaries.
structuralBC(structuralmodel,"Constraint","fixed","Face",5:8);
Apply a harmonically varying pressure load on the small face at the center of the plate.
structuralBoundaryLoad(structuralmodel,"Face",12, ... "Pressure",5E7, ... "Frequency",25)
ans = StructuralBC with properties: RegionType: 'Face' RegionID: 12 Vectorized: 'off' Boundary Constraints and Enforced Displacements Displacement: [] XDisplacement: [] YDisplacement: [] ZDisplacement: [] Constraint: [] Radius: [] Reference: [] Label: [] Boundary Loads Force: [] SurfaceTraction: [] Pressure: 50000000 TranslationalStiffness: [] Label: [] Time Variation of Force, Pressure, or Enforced Displacement StartTime: [] EndTime: [] RiseTime: [] FallTime: [] Sinusoidal Variation of Force, Pressure, or Enforced Displacement Frequency: 25 Phase: []
Apply Rectangular Pressure Pulse on Boundary
Create a transient structural model.
structuralModel = createpde("structural","transient-solid");
Import and plot the geometry.
importGeometry(structuralModel,"BracketWithHole.stl"); pdegplot(structuralModel,"FaceLabels","on") view(-20,10)
Specify Young's modulus and Poisson's ratio.
structuralProperties(structuralModel,"YoungsModulus",200e9, ... "PoissonsRatio",0.3,... "MassDensity",7800);
Specify that face 4 is a fixed boundary.
structuralBC(structuralModel,"Face",4,"Constraint","fixed");
Apply a rectangular pressure pulse on face 7 in the direction normal to the face.
structuralBoundaryLoad(structuralModel,"Face",7,"Pressure",10^5,... "StartTime",0.1,"EndTime",0.5)
ans = StructuralBC with properties: RegionType: 'Face' RegionID: 7 Vectorized: 'off' Boundary Constraints and Enforced Displacements Displacement: [] XDisplacement: [] YDisplacement: [] ZDisplacement: [] Constraint: [] Radius: [] Reference: [] Label: [] Boundary Loads Force: [] SurfaceTraction: [] Pressure: 100000 TranslationalStiffness: [] Label: [] Time Variation of Force, Pressure, or Enforced Displacement StartTime: 0.1000 EndTime: 0.5000 RiseTime: [] FallTime: [] Sinusoidal Variation of Force, Pressure, or Enforced Displacement Frequency: [] Phase: []
Apply Rectangular Force Pulse at Point
Specify a short concentrated force pulse at a vertex of a geometry.
Create a structural model for static analysis of a solid (3-D) problem.
structuralmodel = createpde("structural","transient-solid");
Create the geometry, which consists of two cuboids stacked on top of each other.
gm = multicuboid(0.2,0.01,[0.01 0.01],"Zoffset",[0 0.01]);
Include the geometry in the structural model.
structuralmodel.Geometry = gm;
Plot the geometry and display the face labels. Rotate the geometry so that you can see the face labels on the left side.
figure pdegplot(structuralmodel,"FaceLabels","on"); view([-67 5])
Plot the geometry and display the vertex labels. Rotate the geometry so that you can see the vertex labels on the right side.
figure pdegplot(structuralmodel,"VertexLabels","on","FaceAlpha",0.5) xlim([-0.01 0.1]) zlim([-0.01 0.02]) view([60 5])
Specify Young's modulus, Poisson's ratio, and the mass density of the material.
structuralProperties(structuralmodel,"YoungsModulus",201E9, ... "PoissonsRatio",0.3, ... "MassDensity",7800);
Specify that faces 5 and 10 are fixed boundaries.
structuralBC(structuralmodel,"Face",[5 10],"Constraint","fixed");
Specify a short concentrated force pulse at vertex 6.
structuralBoundaryLoad(structuralmodel,"Vertex",6, ... "Force",[0;1000;0], ... "StartTime",1, ... "EndTime",1.05)
ans = StructuralBC with properties: RegionType: 'Vertex' RegionID: 6 Vectorized: 'off' Boundary Constraints and Enforced Displacements Displacement: [] XDisplacement: [] YDisplacement: [] ZDisplacement: [] Constraint: [] Radius: [] Reference: [] Label: [] Boundary Loads Force: [3×1 double] SurfaceTraction: [] Pressure: [] TranslationalStiffness: [] Label: [] Time Variation of Force, Pressure, or Enforced Displacement StartTime: 1 EndTime: 1.0500 RiseTime: [] FallTime: [] Sinusoidal Variation of Force, Pressure, or Enforced Displacement Frequency: [] Phase: []
Specify zero initial displacement and velocity.
structuralIC(structuralmodel,"Displacement",[0;0;0],"Velocity",[0;0;0])
ans = GeometricStructuralICs with properties: RegionType: 'Cell' RegionID: [1 2] InitialDisplacement: [3×1 double] InitialVelocity: [3×1 double]
Generate a fine mesh.
generateMesh(structuralmodel,"Hmax",0.02);
Because the load is zero for the initial time span and is applied for only a short time, solve the model for two time spans. Use the first time span to find the solution before the force pulse.
structuralresults1 = solve(structuralmodel,0:1E-2:1);
Use the second time span to find the solution during and after the force pulse.
structuralIC(structuralmodel,structuralresults1)
ans = NodalStructuralICs with properties: InitialDisplacement: [1543×3 double] InitialVelocity: [1543×3 double]
structuralresults2 = solve(structuralmodel, ...
[1.001:0.001:1.01 1.02:1E-2:2]);
Plot the displacement value at the node corresponding to vertex 6, where you applied the concentrated force pulse.
loadedNd = findNodes(structuralmodel.Mesh,"region","Vertex",6); plot(structuralresults2.SolutionTimes, ... structuralresults2.Displacement.uy(loadedNd,:))
Input Arguments
structuralmodel
— Structural model
StructuralModel
object
Structural model, specified as a StructuralModel
object. The model contains the geometry, mesh, structural properties of the
material, body loads, boundary loads, and boundary conditions.
Example: structuralmodel =
createpde("structural","transient-solid")
RegionType
— Geometric region type
"Edge"
for a 2-D model | "Face"
for a 3-D model
Geometric region type, specified as "Edge"
for a 2-D
model or "Face"
for a 3-D model.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"SurfaceTraction",[0,0,100])
Data Types: char
| string
RegionID
— Geometric region ID
positive integer | vector of positive integers
Geometric region ID, specified as a positive integer or vector of positive
integers. Find the region IDs by using pdegplot
.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"SurfaceTraction",[0,0,100])
Data Types: double
VertexID
— Vertex ID
positive integer | vector of positive integers
Vertex ID, specified as a positive integer or vector of positive integers.
Find the vertex IDs using pdegplot
.
Example: structuralBoundaryLoad(structuralmodel,"Vertex",6,"Force",[0;10^4;0])
Data Types: double
STval
— Distributed normal and tangential forces on boundary
numeric vector | function handle
Distributed normal and tangential forces on the boundary, resolved along the global Cartesian coordinate system, specified as a numeric vector or function handle. A numeric vector must contain two elements for a 2-D model and three elements for a 3-D model.
The function must return a two-row matrix for a 2-D model and a three-row
matrix for a 3-D model. Each column of the matrix must correspond to the
surface traction vector at the boundary coordinates provided by the solver.
In case of a transient or frequency response analysis,
STval
also can be a function of time or frequency,
respectively. For details, see More About.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"SurfaceTraction",[0;0;100])
Data Types: double
| function_handle
Pval
— Pressure normal to boundary
number | function handle
Pressure normal to the boundary, specified as a number or function handle. A positive-value pressure acts into the boundary (for example, compression), while a negative-value pressure acts away from the boundary (for example, suction).
If you specify Pval
as a function handle, the function
must return a row vector where each column corresponds to the value of
pressure at the boundary coordinates provided by the solver. In case of a
transient structural model, Pval
also can be a function
of time. In case of a frequency response structural model,
Pval
can be a function of frequency (when specified
as a function handle) or a constant pressure with the same magnitude for a
broad frequency spectrum. For details, see More About.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"Pressure",10^5)
Data Types: double
| function_handle
TSval
— Distributed spring stiffness
numeric vector | function handle
Distributed spring stiffness for each translational direction used to
model elastic foundation, specified as a numeric vector or function handle.
A numeric vector must contain two elements for a 2-D model and three
elements for a 3-D model. The custom function must return a two-row matrix
for a 2-D model and a three-row matrix for a 3-D model. Each column of this
matrix corresponds to the stiffness vector at the boundary coordinates
provided by the solver. In case of a transient or frequency response
analysis, TSval
also can be a function of time or
frequency, respectively. For details, see More About.
Example: structuralBoundaryLoad(structuralmodel,"Edge",[2,5],"TranslationalStiffness",[0;5500])
Data Types: double
| function_handle
Fval
— Concentrated force
numeric vector | function handle
Concentrated force at a vertex, specified as a numeric vector or function handle. Use a function handle to specify concentrated force that depends time or frequency. For details, see More About.
Example: structuralBoundaryLoad(structuralmodel,"Vertex",5,"Force",[0;0;10])
Data Types: double
| function_handle
labeltext
— Label for structural boundary load
character vector | string
Label for the structural boundary load, specified as a character vector or a string.
Data Types: char
| string
Name-Value Arguments
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"Pressure",10^5,"RiseTime",0.5,"FallTime",0.5,"EndTime",3)
Use one or more of the name-value pair arguments to specify the form and duration
of the pressure or concentrated force pulse and harmonic excitation for a transient structural model only. Specify the
pressure or force value using the Pval
or
Fval
argument, respectively.
You can model rectangular, triangular, and trapezoidal pressure or concentrated force pulses. If the start time is 0, you can omit specifying it.
For a rectangular pulse, specify the start and end times.
For a triangular pulse, specify the start time and any two of the following times: rise time, fall time, and end time. You also can specify all three times, but they must be consistent.
For a trapezoidal pulse, specify all four times.
You can model a harmonic pressure or concentrated force load by specifying its frequency and initial phase. If the initial phase is 0, you can omit specifying it.
StartTime
— Start time for pressure or concentrated force load
nonnegative number
Start time for pressure or concentrated force load, specified as a nonnegative number. Specify this argument only for transient structural models.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"Pressure",10^5,"StartTime",1,"EndTime",3)
Data Types: double
EndTime
— End time for pressure or concentrated force load
nonnegative number
End time for pressure or concentrated force load, specified as a nonnegative number equal or greater than the start time value. Specify this argument only for transient structural models.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"Pressure",10^5,"StartTime",1,"EndTime",3)
Data Types: double
RiseTime
— Rise time for pressure or concentrated force load
nonnegative number
Rise time for pressure or concentrated force load, specified as a nonnegative number. Specify this argument only for transient structural models.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"Pressure",10^5,"RiseTime",0.5,"FallTime",0.5,"EndTime",3)
Data Types: double
FallTime
— Fall time for pressure or concentrated force load
nonnegative number
Fall time for pressure or concentrated force load, specified as a nonnegative number. Specify this argument only for transient structural models.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"Pressure",10^5,"RiseTime",0.5,"FallTime",0.5,"EndTime",3)
Data Types: double
Frequency
— Frequency of sinusoidal pressure or concentrated force
positive number
Frequency of sinusoidal pressure or concentrated force, specified as a positive number, in radians per unit of time. Specify this argument only for transient structural models.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"Pressure",10^5,"Frequency",25)
Data Types: double
Phase
— Phase of sinusoidal pressure or concentrated force
nonnegative number
Phase of sinusoidal pressure or concentrated force, specified as a nonnegative number, in radians. Specify this argument only for transient structural models.
Example: structuralBoundaryLoad(structuralmodel,"Face",[2,5],"Pressure",10^5,"Frequency",25,"Phase",pi/6)
Data Types: double
Output Arguments
boundaryLoad
— Handle to boundary load
StructuralBC
object
Handle to boundary load, returned as a StructuralBC
object. See StructuralBC Properties.
More About
Specifying Nonconstant Parameters of a Structural Model
Use a function handle to specify the following structural parameters when they depend on space and, depending of the type of structural analysis, either time or frequency:
Surface traction on the boundary
Pressure normal to the boundary
Concentrated force at a vertex
Distributed spring stiffness for each translational direction used to model elastic foundation
Enforced displacement and its components
Initial displacement and velocity (can depend on space only)
For example, use function handles to specify the pressure load, x-component of the enforced displacement, and the initial displacement for this model.
structuralBoundaryLoad(model,"Face",12, ... "Pressure",@myfunPressure) structuralBC(model,"Face",2, ... "XDisplacement",@myfunBC) structuralIC(model,"Face",12, ... "Displacement",@myfunIC)
For all parameters, except the initial displacement and velocity, the function must be of the form:
function structuralVal = myfun(location,state)
For the initial displacement and velocity the function must be of the form:
function structuralVal = myfun(location)
The solver computes and populates the data in the location
and
state
structure arrays and passes this data to your function. You can
define your function so that its output depends on this data. You can use any names instead
of location
and state
, but the function must have
exactly two arguments (or one argument if the function specifies the initial displacement or
initial velocity).
location
— A structure containing these fields:location.x
— The x-coordinate of the point or pointslocation.y
— The y-coordinate of the point or pointslocation.z
— For a 3-D or an axisymmetric geometry, the z-coordinate of the point or pointslocation.r
— For an axisymmetric geometry, the r-coordinate of the point or points
Furthermore, for boundary conditions, the solver passes these data in the
location
structure:location.nx
— x-component of the normal vector at the evaluation point or pointslocation.ny
— y-component of the normal vector at the evaluation point or pointslocation.nz
— For a 3-D or an axisymmetric geometry, z-component of the normal vector at the evaluation point or pointslocation.nr
— For an axisymmetric geometry, r-component of the normal vector at the evaluation point or points
state
— A structure containing these fields for dynamic structural problems:state.time
contains the time at evaluation points.state.frequency
contains the frequency at evaluation points.
state.time
andstate.frequency
are scalars.
Boundary constraints and loads get these data from the solver:
location.x
,location.y
,location.z
,location.r
location.nx
,location.ny
,location.nz
,location.nr
state.time
orstate.frequency
(depending of the type of structural analysis)
Initial conditions get these data from the solver:
location.x
,location.y
,location.z
,location.r
Subdomain ID
If a parameter represents a vector value, such as surface traction, spring stiffness, force, or displacement, your function must return a two-row matrix for a 2-D model and a three-row matrix for a 3-D model. Each column of the matrix corresponds to the parameter value (a vector) at the boundary coordinates provided by the solver.
If a parameter represents a scalar value, such as pressure or a displacement component, your function must return a row vector where each element corresponds to the parameter value (a scalar) at the boundary coordinates provided by the solver.
If boundary conditions depend on state.time
or
state.frequency
, ensure that your function returns a matrix of
NaN
of the correct size when state.frequency
or
state.time
are NaN
. Solvers check whether a
problem is nonlinear or time dependent by passing NaN
state values and
looking for returned NaN
values.
Additional Arguments in Functions for Nonconstant Structural Parameters
To use additional arguments in your function, wrap your function (that takes additional arguments) with an anonymous function that takes only the location
and state
arguments. For example:
structuralVal = ... @(location,state) myfunWithAdditionalArgs(location,state,arg1,arg2...) structuralBC(model,"Face",2,"XDisplacement",structuralVal) structuralVal = ... @(location) myfunWithAdditionalArgs(location,arg1,arg2...) structuralIC(model,"Face",2,"Displacement",structuralVal)
Version History
Introduced in R2017bR2021b: Label to extract sparse linear models for use with Control System Toolbox
Now you can add a label for structural boundary loads to be used by the linearizeInput
function. This function lets you pass structural
boundary loads to the linearize
function that extracts sparse linear models for use with Control System Toolbox.
R2019b: Concentrated boundary loads at arbitrary locations on geometry surfaces
You can now use addVertex
to create new vertices at any points on boundaries of a 2-D or 3-D geometry
represented by a DiscreteGeometry
object. Then set concentrated
boundary loads at these vertices.
R2019a: Concentrated force at a vertex
You can now specify concentrated force at a vertex.
R2018a: Time-dependent boundary loads
You can now specify time-dependent boundary loads by using function handles or specify the form and duration of the pressure pulse and the frequency and phase of sinusoidal pressure.
Comando de MATLAB
Ha hecho clic en un enlace que corresponde a este comando de MATLAB:
Ejecute el comando introduciéndolo en la ventana de comandos de MATLAB. Los navegadores web no admiten comandos de MATLAB.
Select a Web Site
Choose a web site to get translated content where available and see local events and offers. Based on your location, we recommend that you select: .
You can also select a web site from the following list:
How to Get Best Site Performance
Select the China site (in Chinese or English) for best site performance. Other MathWorks country sites are not optimized for visits from your location.
Americas
- América Latina (Español)
- Canada (English)
- United States (English)
Europe
- Belgium (English)
- Denmark (English)
- Deutschland (Deutsch)
- España (Español)
- Finland (English)
- France (Français)
- Ireland (English)
- Italia (Italiano)
- Luxembourg (English)
- Netherlands (English)
- Norway (English)
- Österreich (Deutsch)
- Portugal (English)
- Sweden (English)
- Switzerland
- United Kingdom (English)