Property: Material |
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Function |
Define the material properties of structures and ground. |
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Call |
Model
> Property > Material |
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For
new or additional Material, click
<Material>
<Add/Modify Structural Material>
General ID Material
property number. Material
property name. Select
the color of Material property. Material Parameter Modulus of Elasticity Enter
the Modulus of Elasticity. Poisson's
ratio is used to calculate the Shear Modulus of Elasticity. Use
Weight Density to calculate self-weights and masses. Enter
Thermal Coefficient for thermal stress analysis.
The dialog boxes,
where material properties are defined by the user, used to be activated
with default values. GTS automatically inactivates
unnecessary parameters of each material model for analysis. For example,
properties in the elastic model, such as cohesion and internal friction
angle, which are not used for calculation, are inactivated.
<Add/Modify Ground Material>
General ID Material
property number. Material
property name. Select
the color of Material property. Material Parameter Modulus of Elasticity Enter
the Modulus of Elasticity. Poisson's
ratio is used to calculate the Shear Modulus of Elasticity Enter
the unit weight of ground material. Enter
the unit weight of ground material after saturation. Enter
the cohesion parameter. Enter
the frictional angle of ground material. Initial Stress Parameter If Anisotropy is not checked Ko : Coefficient
of Earth Pressure at Rest <Ko-Anisotropy Property dialog box>
Relation to the Global Axes Parallel Unparallel Parallel to the Global Axis Kox Koy Koz Unparallel to the Global Axis Ko Max Ko Min Angle of Ko Max from Reference Axis Reference Axis Seepage Parameter Permeability Coefficient Enter
Permeability Coefficient in each direction. Enter the water content in terms of volume. Unsaturated Property This
option defines permeability function and water content function which
are used in the unsaturated seepage analysis. If no function has been
defined, click Drainage Parameter
Drained Check
on to consider drained condition. Check
on to consider undrained condition. Note: In order to fully activate an undrained condition, this option must also be activated in "Define Construction stage." Refer to Define Construction Stage.
Skempton's B Coefficient Input
parameter for Skempton's B Coefficient. Constitutive Model Select
ground material model. MIDAS/GTS provides the following 13 material models.
Please refer to Analysis Manual for detail information. To
modify previously entered Material data, select the Material to be modified
in the list of the Material dialog box and click To
remove previously entered Material data, select the Material to be deleted
in the list of the Material dialog box and click To
copy previously entered Material data, select the Material to be copied
in the list of the Material dialog box and click To
import previously entered Material data from another GTB file, click
<Import Material>
Material List Display
Material data contained in the existing *.GTB file. Selected List Select
Material data to be imported and register the data in the Selected List. Numbering Type of Material Specify the Import mode for material property numbers. Keep ID Import
the data keeping the same material property numbers. Assign new numbers to the imported material property data. To modify
previously entered material property numbers, Select Material numbers
to be renumbered from the list in the Material dialog box and modify the
related data followed by clicking <Renumbering Material>
Start number Assign
a new starting number for Material to be modified. Increment number Enter
the increment for numbering Material numbers. Change element's material number Modify a material property number. Using this option will modify the previously defined material property number. If this option is not checked, the selected material having previously defined number will become undefined and the additional user-defined material number will be created without any assigned elements. |
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