*beamsectionsetdatastandard

Updates the data for a standard type beam section.

Syntax

*beamsectionsetdatastandard parameter_array parameter_array_length beam_sect_id beam_sect_type orientation_angle beam_sect_subtype

Type

HyperMesh Tcl Modify

Description

Updating a shell beam section requires two commands of which this is the second. This command will update all data for a shell type beam section. The command *beamsectionsetdataroot should precede use of this command.

Beam section data cannot be updated piecemeal with this command; all data must be known for the beam and sent in as arguments.

Results will be calculated for the beam section automatically after updating.

Inputs

parameter_array
The ID of the double array that contains the standard section parameters. The double array is created using the *createdoublearray command. This should always be set to 1.
The contents of this array are stored in threes with one group of three for each parameter. The first three values are the initial, minimum, and maximum values for the first parameter, such as the height, in that order. The second three values are the initial, minimum, and maximum values for the second parameter, such as the length. This repeats for all parameters. See the table below for a list of the number of parameters and descriptions of them for each section, solver, and subtype.
The terms height, width, top, bottom, vertical, horizontal, left and right refer to the directions when viewing the section, such that the y-axis is pointing upward and the z-axis is pointing to the right. If the beam section type can have multiple orientation angles, the terms apply to the zero degree case.
Section Type # of Param Parameter values (at zero or default angle) Analysis code Section subtype
Box 0 3 1: Thickness

2: Height

3: Width

HyperMesh HMBox
4 1: Thickness (top and bottom)

2: Height

3: Width

4: Thickness (left and right)

Rad/OS/Nas

LS-DYNA

Permas

Samcef
Box

Tubular Box

Type3

PROFIL_7

6 1: Thickness (bottom)

2: Height

3: Width

4: Thickness (left)

5: Thickness (top)

6: Thickness (right)

Rad/OS/Nas

Ansys

LS-DYNA

Abaqus

Box1

HREC

Box-shape1

BOX

General Symmetric 1 8 1: Thickness

2: A/T

3: J/T

4: Iyy/T

5: Izz/T

6: Width

7: Height

8: Bredt Area

HyperMesh HMGensym
General Asymmetric 2 9 1: Thickness

2: A/T

3: J/T

4: Iyy/T

5: Izz/T

6: Stress Recovery Y

7: Stress Recovery Z

8: Bredt Area

9: Iyz/T

HyperMesh HMGennonsym
Constant Perimeter Box 3 3 1: Thickness

2: Width & Height

3: Perimeter

HyperMesh HMCpbox
Hat 4 4 1: Width

2: Thickness

3: Height (without flanges)

4: Flange length

HyperMesh

LS-DYNA

HMHat

Hat-shape

1: Height

2: Thickness

3: Width (without flanges)

4: Flange length

Rad/OS/Nas HAT
9 1: Width

2: Leg thickness (top)

3: Height (without flanges)

4: Flange length (bottom)

5: Flange thickness (bottom)

6: Arch thickness

7: Flange thickness (top)

8: Flange length (top)

9: Leg Thickness (bottom)

ANSYS HATS
Tube 7 2 1: Inner radius

2: Outer radius

HyperMesh Rad/OS/Nas

ANSYS

Abaqus

LS-DYNA

Permas

Samcef

HMTube

Tube

CTUBE

PIPE

Tubular

Type2

PROFIL_9

Rectangle 10 2 1: Height

2: Width

HyperMesh

ANSYS

Abaqus

LS-DYNA

Samcef

HMRect

RECT

RECT

Solid box

PROFIL_6

1: Width

2: Height

Rad/OS/Nas Bar
Circle 11 1 1: Radius HyperMesh

Rad/OS/Nas

ANSYS

Abaqus

LS-DYNA

Samcef

HMCirc

Rod

CSOLID

CIRC

Circular

PROFIL_8

I-Section 12 4 1: Total width (flange)

2: Total height (web)

3: Web thickness

4: Flange thickness

LS-DYNA I-shape
6 1: Total width (web)

2: Flange width (left)

3: Flange width (right)

4: Web thickness

5: Flange thickness (left)

6: Flange thickness (right)

HyperMesh

ANSYS

Abaqus

LS-DYNA

LS-DYNA

Samcef
HMIsec

I

I

I-shape1

I-shape2

PROFIL_1B

1: Total height (web)

2: Flange width (bottom)

3: Flange width (top)

4: Web thickness

5: Flange thickness (bottom)

6: Flange thickness (top)

Rad/OS/Nas I
Channel 13 4 1: Leg length

2: Base length

3: Base thickness

4: Leg thickness (both)

HyperMesh

Rad/OS/Nas

Rad/OS/Nas

Rad/OS/Nas

LS-DYNA

LS-DYNA

LS-DYNA

Samcef
HMChan

Chan

Chan1

Chan2

Channel

Channel1

Channel2

PROFIL_2

6 1: Base length

2: Leg length (right)

3: Leg length (left)

4: Leg thickness (right)

5: Leg thickness (left)

6: Base thickness

ANSYS CHAN
L-section 14 4 1: Leg length (height)

2: Base length (width)

3: Leg thickness (vertical)

4: Base thickness (horizontal)

HyperMesh

Rad/OS/Nas

ANSYS

Abaqus

LS-DYNA

Samcef

Samcef

HMLsec

L

L

L

L-shape

PROFIL_3

PROFIL_3B

T-section 15 4 1: Flange length (total)

2: Web length + flange thickness

3: Flange thickness

4: Web thickness

HyperMesh

Rad/OS/Nas

Rad/OS/Nas

Rad/OS/Nas

ANSYS

Abaqus

LS-DYNA

LS-DYNA

LS-DYNA

Samcef
HMTsec

T

T1

T2

T

T

T-shape

T-shape1

T-shape2

PROFIL_5

H-section 16 4 1: Web height (excluding flanges)

2: Flange thickness (each)

3: Flange thickness (total)

4: Web thickness

HyperMesh

Rad/OS/Nas

Rad/OS/Nas

LS-DYNA

Samcef

HMHsec

H

I1

H-shape

PROFIL_1

Asymmetric 17 4 1: Base length (total)

2: One leg length + base thickness

3: Base thickness

4: Leg thickness (each)

Rad/OS/Nas

Samcef

Samcef

Z

PROFIL_4

PROFIL_4B

6 1: Base length (total)

2: Leg length (right/down)

3: Leg length (left/up)

4: Leg thickness (right/down)

5: Leg thickness (left/up)

6: Base thickness

ANSYS Z
8 1: Total width (web)

2: Total flange length (left)

3: Total flange length (right)

4: Web thickness

5: Flange thickness (left)

6: Flange thickness (right)

7: Flange offset (left)

8: Flange offset (right)

Permas Type1
Cross 18 4 1: Leg length (horizontal – exclude web)

2: Web thickness (vertical)

3: Total web length (vertical)

4: Leg thickness (horizontal)

Rad/OS/Nas

LS-DYNA

Cross

Cross

Trapezoid 19 3 1: Altitude (horizontal)

2: Base length (left)

3: Base length (right)

Abaqus TRAPEZOID
parameter_array_length
Integer indicating the size (three times the number of parameters) of the double array created using *createdoublearray.
beam_sect_id
The beam section ID to update.
beam_sect_type
Standard beam section type. Valid values are:
  • 0 - Thin walled box section
  • 1 - Generic symmetric section
  • 2 - Generic non-symmetric section
  • 3 - Constant perimeter box section
  • 4 - Hat section
  • 7 - Tube section
  • 10 - Rectangle section
  • 11 - Circle section
  • 12 - Symmetric I-section
  • 13 - Channel section
  • 14 - L-section
  • 15 - T-section
  • 16 - H-section
  • 17 - Asymmetric section
  • 18 - Cross section
  • 19 - Trapezoid section
Note: Not all section types are supported for all solvers. Consult the beam_sect_subtype table below.
orientation_angle
Angle of rotation for the standard section. Valid values are:
  • 0 - 0 degrees.
  • 1 - 90 degrees.
  • 2 - 180 degrees.
  • 3 - 270 degrees.
Section Type HyperMesh OptiStruct Nastran ANSYS Abaqus LS-DYNA Permas Samcef
Box 0 0 0 0 0 0 0 0
General Symmetric 1 0 --- --- --- --- --- ---
General Asymmetric 2 0 --- --- --- --- --- ---
Constant Perimeter Box 3 0 --- --- --- --- --- ---
Hat 4 0 270 0 --- 0 --- ---
Tube 7 0 0 0 0 0 0 0
Rectangle 10 0 90 0 0 0 --- 0
Circle 11 0 0 0 0 0 --- 0
I-Section 12 0 270 0 0 0 --- 0
Channel 13 0 0 (chan2)

90 (chan)

90 (chan1)

0 --- 0 (Channel)

0 (Channel1)

90

(Channel2)

--- 0
L-section 14 0 0 0 0 0 --- 0
T-section 15 0 0 (T1)

90 (T2)

270 (T)

180 0 0 (T-shape)

90 (T-shape1)

180 (T-shape2)

--- 0
H-section 16 0 0 (I1)

90 (H)

--- --- 0 --- 90
Asymmetric 17 --- 90 0 --- 0 0 0
Cross 18 --- 0 --- --- 0 --- ---
Trapezoid 19 --- --- --- 0 --- --- ---
Note: Not all angles are supported for all beam sections for all Solvers. Consult the table below. The angles are shown where they differ for the full list of supported types.
beam_sect_subtype
The name of the section subtype. Consult the table below for supported values for each Solver and section type.
Section Type HyperMesh OptiStruct Nastran ANSYS Abaqus LS-DYNA Permas Samcef
Box 0 HMBox

Box

Box1

HREC BOX Box-shape1 Tubular box Type3 PROFIL_7
General Symmetric 1 HMGensym --- --- --- --- --- ---
General Asymmetric 2 HMGennonsym --- --- --- --- --- ---
Constant Perimeter Box 3 HMCpbox --- --- --- --- --- ---
Hat 4 HMHat HAT HATS --- Hat-shape --- ---
Tube 7 HMTube Tube CTUBE PIPE Tubular Type2 PROFIL_9
Rectangle 10 HMRect Bar RECT RECT Solid box --- PROFIL_6
Circle 11 HMCirc Rod CSOLID CIRC Circular --- PROFIL_8
I-Section 12 HMIsec I I I I-shape

I-shape1

I-shape2

--- PROFIL_1B
Channel 13 HMChan

Chan

Chan1

Chan2

CHAN --- Channel

Channel1

Channel2

--- PROFIL_2
L-section 14 HMLsec L L L L-shape --- PROFIL_3

PROFIL_3B

T-section 15 HMTsec

T

T1

T2

T T T-shape

T-shape1

T-shape2

--- PROFIL_5
H-section 16 HMHsec H

11

--- --- H-shape --- PROFIL_1
Asymmetric 17 --- Z Z --- --- Type1 PROFIL_4

PROFIL_4B

Cross 18 --- Cross --- --- Cross --- ---
Trapezoid 19 --- --- --- TRAPEZOID --- --- ---

Examples

To update the parameter data for a standard hat section with ID 1. Note that this command should be used in tandem with *beamsectionsetdataroot as follows:
*beamsectionsetdataroot 1 1 0 2 7 1 0 0 0 0 0 0 0
*createdoublearray 12 6 6 6 0.5 0.5 0.5 4 4 4 1 1 1
*beamsectionsetdatastandard 1 12 1 4 0 HMHat

Errors

Incorrect usage results in a Tcl error. To detect errors, you can use the catch command:
if { [ catch {command_name...} ] } {
   # Handle error
}

Version History

11.0.120