There are two primary main types of beam cross sections:
Common sections are described by a standard geometry and a single material. Custom sections are defined by an arbitrary geometry and may consist of several materials.
The following topics related to creating cross sections are available:
The top part of the BeamTool relates a section ID number to a subtype (and, optionally, a section name) [SECTYPE]. The middle of the BeamTool defines the section offset information, if needed [SECOFFSET]. The bottom contains the fields for section geometry information [SECDATA]. The dimensions defined by the SECDATA command are determined by the subtype selected. For documentation about a particular variant of the BeamTool, select the subtype that you want information about, and then click the button on the BeamTool. The subtype dimensions are also documented in the SECDATA command description.
If you need to define a cross section that is not common, you must create a user mesh file. To create a user mesh file, create a 2-D solid model and save it using the SECWRITE command ( ). This procedure is outlined in greater detail below:
Create all areas ().
Overlap the areas () or glue them ( ) where appropriate.
Save the model.
Set the number of line divisions for all lines (or use the MeshTool).
Select. A picker appears. Pick the area(s) of the cells.
The program creates cells on the areas. Bad shape messages may appear during the mesh, but you can ignore them. You may, however, see an "Unable to mesh area ...." message; if you do, clear the elements from all areas () and repeat steps 4 and 5.
Write the .SECT file out to a unique name in the Write Section Library File dialog and click .
Read in the user mesh file () to calculate the section properties. Material properties must be defined to calculate the cross section shear correction factors, material-weighted centroids and the shear centers.
Even if you have already set the line element size (LESIZE), you will see the following message:
Line element sizes may need to be specified for desired cross-section mesh. Please refer to the LESIZE command.
If you have already set the line element size, click the LESIZE with the appropriate information.button to continue. If you have not already set it, issue
When creating cells on the area using the GUI, it is not necessary to define a plane element type. On the other hand, you must define a plane element type and mesh the area if you issue the SECWRITE command explicitly. MESH200 with KEYOPT(1) = 7 and PLANE183 are the only valid plane element types.
When performing a plasticity analysis, you may need to refine the cross section mesh. A cross section consisting of more than one material may be defined to represent layers, reinforcements or sensors. When defining a multiple-material cross section, you will need to specify the material that each cross section cell is made of. You can take a previously-created cross section and modify it.
To create a custom cross section with a refined mesh and/or multiple materials, perform the following tasks:
Either read a common section (.SECT file. ( )) from the database or read a custom section from a
The Graphics window displays a MESH200 plot.
Refine the section mesh. ()
Modify the cell materials. () If you want to create a multiple-material section, define the materials. This is necessary to calculate the shear correction factors and material-weighted centroids.
Save the section to a .SECT file using SECWRITE ( ).
To calculate the section properties and use a custom section in the analysis, read in the user mesh file ().
When a cross section has multiple materials, and /ESHAPE is used to produce contour plots of stresses (and other quantities), the element averages the stresses across material boundaries. To limit this behavior, use small cross section cells around the material boundaries.
When using the SECWRITE command explicitly, a section with multiple materials can be created by assigning material attributes to the areas. During meshing, the elements inherit the material attribute from the area and this attribute is written to the .SECT file.
A material number (MAT) specified for a custom section overrides any existing material setting.
A composite cross section is a cross section consisting of at least two materials and meshed with a user-defined mesh. When creating a composite section, define the materials before running the SECREAD command. This is necessary to calculate the shear correction factors, material-weighted centroids and the shear centers.
If you redefine a material after creating the section, you must reissue the SECREAD command to recalculate the cross section.
You can save composite cross sections as custom cross sections. For more information, see Using the Beam Tool to Create Common Cross Sections
Using BEAM188, BEAM189 and ELBOW290 elements, you can define tapered sections via SECTYPE command’s TAPER option ( ). The tapered section varies linearly between two specified locations, (x1, y1, z1) and (x2, y2, z2); therefore, two SECDATA commands are necessary to define the taper:
Specify valid beam section IDs (
station2) for both end points.
The following is a typical command input stream used to create a tapered cross section:
sectype,1,beam,rect ! define cross section at first end point secdata,.0001,0.5 sectype,2,beam,rect ! define cross section at far end secdata,3,0.5 sectype,3,taper ! new Section ID for tapered beam analysis secdata,1,0.0,0.0 ! section 1 at location (0,0,0) secdata,2,0.0,20.0 ! section 2 at location (0,20,0)
Continuing with this example, you can then use 3 as the taper section ID when assigning mesh attributes (SECNUM or LATT). The resulting beam cross section is (0.0001 * 0.5) at end 1, and linearly tapers to (3 * 0.5) at end 2.
The following assumptions apply to tapered beams or pipes defined using this method:
The end sections must be defined prior to defining the taper.
Sections defined at the end points must be topologically identical. For a tapered pipe, end points must have the same number of cells around the circumference and through the pipe wall. For a tapered composite pipe, end points must have the same shell section ID.
A section cannot taper to a point (or zero area) at either end.
The arbitrary beam section type (SECTYPE,,BEAM,ASEC) assumes a linear variation of properties along the length; large differences in properties between the ends are not recommended.
The program performs a number of checks (although not completely comprehensive) to ensure topological equality. The following items are compared:
Number of section nodes
Number of section elements
Number of cells about the circumference and through the thickness for a tapered pipe
Shell section ID for a tapered composite pipe
If both end stations refer to custom cross sections with multiple materials, that material IDs for the cells are the same for both ends.
At a Gauss point of integration, the BEAM188, BEAM189 and ELBOW290 elements will find the closest point on the line defined by
this information, a linear interpolation is performed for the cross
section mesh. The Gauss point must therefore be located within the
end points. A Gauss point within a specified tolerance (SELTOL,
TOLER) is considered to be coincident
with an end station. The default tolerance value is 1.0E-8.
The tapered section treatment is significantly more computation-intensive than a constant cross section (as recalculation is necessary). If computational cost is a concern, use KEYOPT(12) of the beam element to specify the tapered section treatment:
KEYOPT(12) = 0 - Linear tapered section analysis (more accurate, but expensive)
KEYOPT(12) = 1 - Average cross section analysis (an approximation of the order of the mesh size, but faster)
KEYOPT(12) does not apply to the ELBOW290 element.
Using the ELBOW290 element, you can
define a noncircular pipe section via the SECTYPE command’s PIPE option ( ). The geometry and other data are specified
via a subsequent SECDATA command. For a circular
pipe, the SECDATA command’s
Do value (outside diameter) requires only a constant
value. A two-dimensional array represents the outside profile of a
*dim,radius,,2,3 ! Declare a 2 * 3 array radius(1,1) = 0 ! Angle (in degrees) of the 1st point radius(2,1) = 1.0 ! Radial coordinate of the 1st point radius(1,2) = 45.0 ! Angle of the 2nd point radius(2,2) = 1.25 ! Radial coordinate of the 2nd point radius(1,3) = 90 ! Angle of the 3rd point radius(2,3) = 1.5 ! Radial coordinate of the 3rd point SECT, 1, PIPE SECD, %radius%, 0.1, 16 ! Input the array name in the Do field
Because of the symmetry involved, only locations in coordinate phase one (0 < < 90) are required for this example of an oval pipe section:
An illustration of general symmetry expansion rules follows. In these figures, the solid circles represent user-input data, and the open circles are data created automatically based on symmetry assumptions:
The following assumptions and limitations apply to noncircular pipe sections:
They are recommended only for sections having a smooth profile.
A data-modeling procedure is adopted to obtain interpolation function to describe the smooth section profile. It may be necessary to define more points for irregular geometry. For highly irregular geometry, an accurate interpolation may not be achievable even with more data points. Always verify the sections created.
The SECPLOT command does not apply to noncircular pipe sections. Instead, create a single ELBOW290 element referring to the noncircular pipe section, then issue the EPLOT command to visualize the section.
Circular and noncircular pipe sections are topologically identical.
Both circular and noncircular pipes can be used as the end points of a tapered pipe section, allowing great flexibility for defining generalized tubular structures.