Flexible Beam - MapleSim Help
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Flexible Beam

A flexible beam with axial, lateral, and torsional deformations

 

Description

Connections

Parameters

See Also

Description

A Flexible Beam is shown schematically in the diagram below. Each flexible beam has three associated frames: a primary reference frame,  (the gray frame in the diagram), an end frame, , and a reference frame, . Beam deformations are then measured with respect to the . When undeformed, the beam is straight and its neutral axis is aligned with the x axis of the .  The Rayleigh beam model includes axial deformation along the neutral axis, bending about both the y and z axes, and torsional deformations about the x axis.

The beam material is assumed to be linearly elastic, that is, the stress tensor is a linear function of the strain tensor.

The Flexible Beam component can represent beams with multiple sections having different cross-sections and different material properties. It is also possible to specify the cross-section area properties by selecting a shape from a list of predefined shapes. The following shapes are available: Circle, Hexagon, I-beam, and Rectangle.

The  frame is used only with the Flexible Beam Frame component as shown in the following figure. Any number of Flexible Beam Frame components can be connected to the  frame to define additional frames on the flexible beam.

 

Connections

Name

Description

Base of flexible beam (inboard frame)

Tip of flexible beam (outboard frame)

Special port for connecting Flexible Beam Frames

Parameters

Geometry

Symbol

Default

Units

Description

Modelica ID

Use multiple sections

 

When selected, the parameter  becomes a vector (list) of shaft section lengths from frame_a to frame_b

useMultiSection

1

or

 

Beam length. This is either a single value or a vector of values, with each vector element representing the length of a beam section. The vector option is available when you select the Use multiple sections option.

Note: When undeformed, the beam is straight and its neutral axis is aligned with the x axis of the .

L_s

or

L_v

Use Predefined Shape

 

When selected the cross-section area properties are defined using a predefined shape (See section description for the available options)

useShape

section

 

Select a predefined section. Select Use Predefined Shape to enable this option.

Available options: Circle, Rectangle, Hexagon, and I-beam.

sectionType

 

Properties for Default and Predefined Shapes

Default

Symbol

Default

Units

Description

Modelica ID

0.001 

or

 

Beam cross-sectional area. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

A_g_s

or

A_g_v

 

or

 

Second moment of the cross-sectional area about the y axis. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

dIy_g_s

or

dIy_g_v

 

or

 

Second moment of the cross-sectional area about the z axis. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

dIz_g_s

or

dIz_g_v

 

Circle

Symbol

Default

Units

Description

Modelica ID

or

Outer radius. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

Ro_s

or

Ro_v

or

Inner radius. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

Ri_s

or

Ri_v

 

Rectangle

Symbol

Default

Units

Description

Modelica ID

or

Width. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

b_s

or

b_v

or

Height. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

h_s

or

h_v

or

Inner width. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

bi_s

or

bi_v

or

Inner height. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

hi_s

or

hi_v

 

Hexagon

Symbol

Default

Units

Description

Modelica ID

or

Side length. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

a_s

or

a_v

 

I-beam

Symbol

Default

Units

Description

Modelica ID

or

Width. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

b_s

or

b_v

or

Height. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

h_s

or

h_v

or

Flange thickness. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

t1_s

or

t1_v

or

Web thickness. This is either a single value or a vector of values for each section of the beam (that is, Use multiple sections is selected). The vector must have the same number of elements as .

t2_s

or

t2_v

Material

Symbol

Default

Units

Description

Modelica ID

Use single material

 

Only available when you select Use multiple sections. When selected, material parameters are single values (that is, the beam is uniform). When cleared, material parameters are vectors (lists), and each element in the vector is the material property value for that section of the beam.

useSameMaterial

or

Beam density. This is either a single value or a vector of values. The vector is available when you select Use multiple sections and clear Use single material.  The vector must have the same number of elements as .

rho_s

or

rho_v

or

Young's modulus of elasticity. This is either a single value or a vector of values. The vector is available when you select Use multiple sections and clear Use single material.  The vector must have the same number of elements as .

E_s

or

E_v

/

or

Bending/Elongation damping as a proportion of Young's modulus of elasticity. This is either a single value or a vector of values. The vector is available when you select Use multiple sections and clear Use single material.  The vector must have the same number of elements as .

cE_s

or

cE_v

or

Shear modulus of elasticity. This is either a single value or a vector of values. The vector is available when you select Use multiple sections and clear Use single material.  The vector must have the same number of elements as .

G_s

or

G_v

/

or

Torsional damping as a proportion of shear modulus of elasticity. This is either a single value or a vector of values. The vector is available when you select Use multiple sections and clear Use single material.  The vector must have the same number of elements as .

cG_s

or

cG_v

 

Formulation

Symbol

Default

Units

Description

Modelica ID

 

Number of elastic coordinates for axial deformation along the x axis

Axial

 

Number of elastic coordinates for lateral deformation along the y axis

LateralY

1

 

Number of elastic coordinates for lateral deformation along the z axis

LateralZ

 

Number of elastic coordinates for torsional deformation about the x axis

Torsional

 

Advanced

Symbol

Default

Units

Description

Modelica ID

Straight

Strictly Enforce

 

Indicates whether MapleSim ignores, tries to enforce, or strictly enforces a straight beam at the start of the simulation

ElasticICs

Ignore

 

Indicates whether MapleSim ignores, tries to enforce, or strictly enforces the translational initial conditions

MechTranTree

Initial displacement of the inboard frame at the start of the simulation, expressed along the x-, y-, and z-axis of the inboard frame respectively

InitPos

 

Indicates whether the initial velocity is expressed in the inboard or outboard frame

VelType

Initial velocity of the inboard frame frame at the start of the simulation, expressed along the x-, y-, and z-axis of the inboard frame respectively

InitVel

Ignore

 

Indicates whether MapleSim ignores, tries to enforce, or strictly enforces the rotational initial conditions

MechRotTree

 

Indicates the sequence of body-fixed rotations used to describe the initial orientation of the center of mass frame.  For example,  refers to sequential rotations about the x, then y, and then z axis (123 - Euler angles).

RotType

Initial rotation of the inboard frame at the start of the simulation, based on the  parameter value

InitAng

 

Indicates whether the initial angular velocity is expressed in the inboard or outboard frame.  If Euler is selected, the initial angular velocities are assumed to be the direct derivatives of the Euler angles.

AngVelType

Initial angular velocity of the inboard frame at the start of the simulation, based on the  parameter value

InitAngVel

 

Polynomial shape function

ShapeFunc

1

 

Truncation order of inertial terms

ITrunc

1

 

Truncation order of elastic coordinates

ETrunc

 

Visualization

Name

Default

Units

Description

Modelica ID

Show visualization

 

True means geometry is visible in playback

showVisualization

Diameter of cylindrical visualization (segment cross section changes are ignored)

Dvis

 

Maximum number of pieces (per segment)

np

Color

 

Color of the sphere

Color

Transparent

 

Radius

Transparent

 

See Also

Bodies and Frames

Flexible Beam Frame

Multibody Overview

 


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