Mechanical APDL Basic Analysis Guide - Ansys
Mechanical APDL Basic Analysis Guide - Ansys Mechanical APDL Basic Analysis Guide - Ansys
Chapter 2: Loading Figure 2.16 Concentrated Axisymmetric Loads Defined on a 360° basis 2.5.11.1. Hints and Restrictions Specify a sufficient number of constraints to prevent unwanted rigid-body motions, discontinuities, or singularities. For example, for an axisymmetric model of a solid structure such as a solid bar, a lack of UX constraint along the axis of symmetry can potentially allow spurious "voids" to form in a structural analysis. (See Figure 2.17 (p. 48).) Figure 2.17 Central Constraint for Solid Axisymmetric Structure 2.5.12. Loads to Which the Degree of Freedom Offers No Resistance If an applied load acts on a degree of freedom which offers no resistance to it (that is, perfectly zero stiffness), the program ignores the load. 2.5.13. Initial State Loading You can specify initial state as a loading parameter for a structural analysis in ANSYS. Initial state loading is valid for static or full transient analyses (either linear or nonlinear), and for modal, buckling and harmonic analyses. Initial state must be applied in the first load step of an analysis. Initial state is also available in Distributed ANSYS. 48 Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information of ANSYS, Inc. and its subsidiaries and affiliates.
For more information, see Initial State (p. 87). 2.5.14. Applying Loads Using TABLE Type Array Parameters To apply loads using TABLE parameters, you use the appropriate loading commands or menu paths for your analysis. However, instead of specifying an actual value for a particular load, you specify the name of a table array parameter. Not all boundary conditions support tabular loads; please refer to the documentation on the specific loads you are working with to determine if tabular loads are supported. Note When defining loads via commands, you must enclose the table name in % symbols: %tabname%. For example, to specify a table of convection values, you would issue a command similar to the following: SF,all,conv,%sycnv%,tbulk If your data cannot be conveniently expressed as a table, you may want to use function boundary conditions. See Using the Function Tool (p. 75). If working interactively, you can define a new table at the time you apply the loads by selecting the "new table" option. You will be asked to define the table through a series of dialog boxes. You can also define a table before you apply loads by choosing the menu path Utility Menu> Parameters> Array Parameters> Define/Edit, or by using the *DIM command. Tabular loads can be defined in both the global Cartesian (default) or a local coordinate system you define with the LOCAL command (only Cartesian, spherical and cylindrical coordinate systems are valid). If working in batch mode, you need to define the table before issuing any of the loading commands. For more information on defining table array parameters (both interactively and via command), see TABLE Type Array Parameters of the ANSYS Parametric Design Language Guide. 2.5.14.1. Defining Primary Variables When you define the table array parameter, you can define various primary variables, depending on the type of analysis you are doing. Table 2.11: Boundary Condition Type and Corresponding Primary Variable (p. 49) lists boundary conditions and their associated primary variables for supported types of analyses. Additional primary variables are available using function boundary conditions. See Using the Function Editor (p. 76) for more information. Primary variables are shown as the valid labels used by the *DIM command. You can apply tabular loads according to a local coordinate system defined via LOCAL, and specified in *DIM. When defining the tables, the primary variables must be in ascending order in the table indices (as in any table array). Table 2.11 Boundary Condition Type and Corresponding Primary Variable Boundary Condition Thermal Analyses Fixed Temperature Heat Flow Film Coefficient (Convection) Primary Variable TIME, X, Y, Z TIME, X, Y, Z, TEMP TIME, X, Y, Z, TEMP, VELO- CITY 2.5.14. Applying Loads Using TABLE Type Array Parameters Command [1] D,,(TEMP, TBOT, TE2, TE3, . . ., TTOP) F,,(HEAT, HBOT, HE2, HE3, . . ., HTOP) SF,,CONV Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information of ANSYS, Inc. and its subsidiaries and affiliates. 49
- Page 13 and 14: 20.8. Reviewing Contents of Binary
- Page 15 and 16: List of Tables 2.1. DOF Constraints
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- Page 19 and 20: shown below define two element type
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- Page 55 and 56: the shell, and 270° to 360° for t
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- Page 59 and 60: Figure 2.15 Transfers to BFK Loads
- Page 61 and 62: CASE C: At least one BFV, BFA, or B
- Page 63: A handy way to specify density so t
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- Page 71 and 72: 2.6. Specifying Load Step Options A
- Page 73 and 74: - All loads changed in later load s
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- Page 87 and 88: 11. Select Utility Menu> PlotCtrls>
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For more information, see Initial State (p. 87).<br />
2.5.14. Applying Loads Using TABLE Type Array Parameters<br />
To apply loads using TABLE parameters, you use the appropriate loading commands or menu paths for your<br />
analysis. However, instead of specifying an actual value for a particular load, you specify the name of a table<br />
array parameter. Not all boundary conditions support tabular loads; please refer to the documentation on<br />
the specific loads you are working with to determine if tabular loads are supported.<br />
Note<br />
When defining loads via commands, you must enclose the table name in % symbols: %tabname%.<br />
For example, to specify a table of convection values, you would issue a command similar to the<br />
following:<br />
SF,all,conv,%sycnv%,tbulk<br />
If your data cannot be conveniently expressed as a table, you may want to use function boundary conditions.<br />
See Using the Function Tool (p. 75).<br />
If working interactively, you can define a new table at the time you apply the loads by selecting the "new<br />
table" option. You will be asked to define the table through a series of dialog boxes. You can also define a<br />
table before you apply loads by choosing the menu path Utility Menu> Parameters> Array Parameters><br />
Define/Edit, or by using the *DIM command. Tabular loads can be defined in both the global Cartesian<br />
(default) or a local coordinate system you define with the LOCAL command (only Cartesian, spherical and<br />
cylindrical coordinate systems are valid). If working in batch mode, you need to define the table before issuing<br />
any of the loading commands.<br />
For more information on defining table array parameters (both interactively and via command), see TABLE<br />
Type Array Parameters of the ANSYS Parametric Design Language <strong>Guide</strong>.<br />
2.5.14.1. Defining Primary Variables<br />
When you define the table array parameter, you can define various primary variables, depending on the<br />
type of analysis you are doing. Table 2.11: Boundary Condition Type and Corresponding Primary Variable (p. 49)<br />
lists boundary conditions and their associated primary variables for supported types of analyses. Additional<br />
primary variables are available using function boundary conditions. See Using the Function Editor (p. 76) for<br />
more information. Primary variables are shown as the valid labels used by the *DIM command. You can<br />
apply tabular loads according to a local coordinate system defined via LOCAL, and specified in *DIM.<br />
When defining the tables, the primary variables must be in ascending order in the table indices (as in any<br />
table array).<br />
Table 2.11 Boundary Condition Type and Corresponding Primary Variable<br />
Boundary Condition<br />
Thermal Analyses<br />
Fixed Temperature<br />
Heat Flow<br />
Film Coefficient (Convection)<br />
Primary Variable<br />
TIME, X, Y, Z<br />
TIME, X, Y, Z, TEMP<br />
TIME, X, Y, Z, TEMP, VELO-<br />
CITY<br />
2.5.14. Applying Loads Using TABLE Type Array Parameters<br />
Command [1]<br />
D,,(TEMP, TBOT, TE2, TE3, . . ., TTOP)<br />
F,,(HEAT, HBOT, HE2, HE3, . . ., HTOP)<br />
SF,,CONV<br />
Release 13.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential information<br />
of ANSYS, Inc. and its subsidiaries and affiliates.<br />
49