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sassi:user_interface:options:stress [2016/05/13 11:27] 127.0.0.1 external edit |
sassi:user_interface:options:stress [2017/01/19 11:16] (current) phil |
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Time history of octahedral shear stress (strain), which is a measure of maximum shear stress (strain), is calculated in time domain for each time interval defined by the time step. From this, the effective shear strain (0.65 * maximum shear strain) for the soil elements can be estimated and used to define new strain-compatible soil properties. | Time history of octahedral shear stress (strain), which is a measure of maximum shear stress (strain), is calculated in time domain for each time interval defined by the time step. From this, the effective shear strain (0.65 * maximum shear strain) for the soil elements can be estimated and used to define new strain-compatible soil properties. | ||
- | {{ :sassi:submodeler:stressopt.png |}} | + | {{ :sassi:user_interface:stressopt.png |}} |
The following options allow you to specify the analysis options for ACS SASSI STRESS module: | The following options allow you to specify the analysis options for ACS SASSI STRESS module: | ||
* **Operation Mode** - Select the operation mode from Solution and Data Check. | * **Operation Mode** - Select the operation mode from Solution and Data Check. | ||
- | * **Type of Analysis** - Select the type of analysis from Seismic and Foundation Vibration. This option is the same as set in the Analysis Options - [[sassi:submodeler:options:ANALYS]] dialog box. | + | * **Type of Analysis** - Select the type of analysis from Seismic and Foundation Vibration. This option is the same as set in the Analysis Options - [[sassi:user_interface:options:ANALYS]] dialog box. |
* **Auto Computation of Strains in Soil Elements** - Set this option if you want STRESS to automatically compute the strains in all soil elements (if secondary non-linear effects are considered). This option should be used together with the save option of transfer functions of forces and moments in beam elements (see next two save options). | * **Auto Computation of Strains in Soil Elements** - Set this option if you want STRESS to automatically compute the strains in all soil elements (if secondary non-linear effects are considered). This option should be used together with the save option of transfer functions of forces and moments in beam elements (see next two save options). | ||
* **Save Stress Time Histories on File15** - Set this option if you want STRESS to save the stress time histories on File15. This save option should be used with the next save option. | * **Save Stress Time Histories on File15** - Set this option if you want STRESS to save the stress time histories on File15. This save option should be used with the next save option. | ||
* **Save Transfer Functions of Forces and Moments in Structural Frame** - Set this option if you want STRESS to output transfer functions for beam element nodal forces and moments. Transfer function values at frequency solution points (uninterpolated) for beam element nodal forces are written to the formatted File14. The transfer functions are computed for all the 12 degrees of freedom of the beam elements, i.e. six degrees for each end node. | * **Save Transfer Functions of Forces and Moments in Structural Frame** - Set this option if you want STRESS to output transfer functions for beam element nodal forces and moments. Transfer function values at frequency solution points (uninterpolated) for beam element nodal forces are written to the formatted File14. The transfer functions are computed for all the 12 degrees of freedom of the beam elements, i.e. six degrees for each end node. | ||
- | * **Nr. of Fourier Components** - Type the number of values to be used in the Fourier transform. The value is the same as set in the Analysis Options - [[sassi:submodeler:options:SITE]] dialog box. | + | * **Nr. of Fourier Components** - Type the number of values to be used in the Fourier transform. The value is the same as set in the Analysis Options - [[sassi:user_interface:options:SITE]] dialog box. |
- | * **Time Step of Control Motion** - Type the time step of control motion (sec). The value is the same as set in the Analysis Options - [[sassi:submodeler:options:SITE]] dialog box. | + | * **Time Step of Control Motion** - Type the time step of control motion (sec). The value is the same as set in the Analysis Options - [[sassi:user_interface:options:SITE]] dialog box. |
- | * **Frequency Set Number** - Type the number of the frequency set. The value is the same as set in the Analysis Options - [[sassi:submodeler:options:SITE]] dialog box. | + | * **Frequency Set Number** - Type the number of the frequency set. The value is the same as set in the Analysis Options - [[sassi:user_interface:options:SITE]] dialog box. |
- | * **Multiplication Factor** - Type the multiplication factor for scaling the time history. The value is the same as set in the Analysis Options - [[sassi:submodeler:options:MOTION]] dialog box. | + | * **Multiplication Factor** - Type the multiplication factor for scaling the time history. The value is the same as set in the Analysis Options - [[sassi:user_interface:options:MOTION]] dialog box. |
- | * **Max. Value for Time History** - Type the maximum value of time history to be used. The value is the same as set in the Analysis Options - [[sassi:submodeler:options:MOTION]] dialog box. | + | * **Max. Value for Time History** - Type the maximum value of time history to be used. The value is the same as set in the Analysis Options - [[sassi:user_interface:options:MOTION]] dialog box. |
- | * **First Record** - Type the first record from the time history file to be used. The value is the same as set in the Analysis Options - [[sassi:submodeler:options:MOTION]] dialog box. | + | * **First Record** - Type the first record from the time history file to be used. The value is the same as set in the Analysis Options - [[sassi:user_interface:options:MOTION]] dialog box. |
- | * **Last Record** - Type the last record from the time history file to be used. The value is the same as set in the Analysis Options - [[sassi:submodeler:options:MOTION]] dialog box. | + | * **Last Record** - Type the last record from the time history file to be used. The value is the same as set in the Analysis Options - [[sassi:user_interface:options:MOTION]] dialog box. |
- | * **Title** - Type the title of the acceleration time history. The title is the same as set in the Analysis Options - [[sassi:submodeler:options:MOTION]] dialog box. | + | * **Title** - Type the title of the acceleration time history. The title is the same as set in the Analysis Options - [[sassi:user_interface:options:MOTION]] dialog box. |
- | * **Acceleration History File** - Type the full path and name of the time history file. The file name is the same as set in the Analysis Options - [[sassi:submodeler:options:MOTION]] dialog box. | + | * **Acceleration History File** - Type the full path and name of the time history file. The file name is the same as set in the Analysis Options - [[sassi:user_interface:options:MOTION]] dialog box. |
- | * **File Contains Pairs Time Step-Acceleration** - Select this option if your time history file contains pairs of time step and acceleration values on each line. The option is the same as set in the Analysis Options - [[sassi:submodeler:options:MOTION]] dialog box. | + | * **File Contains Pairs Time Step-Acceleration** - Select this option if your time history file contains pairs of time step and acceleration values on each line. The option is the same as set in the Analysis Options - [[sassi:user_interface:options:MOTION]] dialog box. |
* **Element Output Data** - The list box contains groups and lists of elements having the same output request. Press the Add button to add a element list, the Edit button to edit the elements of the selected list, or the Delete button to delete the selected list. | * **Element Output Data** - The list box contains groups and lists of elements having the same output request. Press the Add button to add a element list, the Edit button to edit the elements of the selected list, or the Delete button to delete the selected list. | ||
- | {{ :sassi:submodeler:options:elementlist.png |}} | + | {{ :sassi:user_interface:options:elementlist.png |}} |
You may use blank, tab, ‘,’ , or ‘;’ as separators for the element numbers. You may use ‘-’ to add a set of elements to the element list. Select the group from the Groups list box. | You may use blank, tab, ‘,’ , or ‘;’ as separators for the element numbers. You may use ‘-’ to add a set of elements to the element list. Select the group from the Groups list box. | ||
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The stresses in the 3D solid elements are computed at the centroid of the element and are referred to in global axes. The stresses are shown in the following figure: | The stresses in the 3D solid elements are computed at the centroid of the element and are referred to in global axes. The stresses are shown in the following figure: | ||
- | {{ :sassi:submodeler:options:solidstress.png |Stresses in SOLID elements}} | + | {{ :sassi:user_interface:options:solidstress.png?400 |Stresses in SOLID elements}} |
In addition to the user-requested response, ACS SASSI [[sassi:MOTION]] may also output other components of the response if calculation of these components is necessary in order to determine the requested response. For example, in order to output maximum octahedral shear stress for 3D solid elements, all six components of stress must be computed. Therefore, ACS SASSI MOTION also outputs the maximum response of these components. However, the corresponding time histories are not to be saved on File12 unless they are specifically requested by the user. | In addition to the user-requested response, ACS SASSI [[sassi:MOTION]] may also output other components of the response if calculation of these components is necessary in order to determine the requested response. For example, in order to output maximum octahedral shear stress for 3D solid elements, all six components of stress must be computed. Therefore, ACS SASSI MOTION also outputs the maximum response of these components. However, the corresponding time histories are not to be saved on File12 unless they are specifically requested by the user. | ||
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The forces and moments in beam elements are computed at the end and are reference in local beam axes: | The forces and moments in beam elements are computed at the end and are reference in local beam axes: | ||
- | {{ :sassi:submodeler:options:beamaxis.png |Local axes for BEAMS elements}} | + | {{ :sassi:user_interface:options:beamaxis.png?400 |Local axes for BEAMS elements}} |
**SHELL elements** | **SHELL elements** | ||
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The membrane forces and bending moments are computed in respect to the local element coordinate system. The forces are in units of force/length (F/L) and the moments are in moment/length (FL/L). The location of the infinitesimal elements where the forces and moments are computed are shown in the following figure: | The membrane forces and bending moments are computed in respect to the local element coordinate system. The forces are in units of force/length (F/L) and the moments are in moment/length (FL/L). The location of the infinitesimal elements where the forces and moments are computed are shown in the following figure: | ||
- | {{ :sassi:submodeler:options:membrstress.png |Membrane stresses and bending moments in SHELL elements}} | + | {{ :sassi:user_interface:options:membrstress.png?400 |Membrane stresses and bending moments in SHELL elements}} |
**PLANE elements** | **PLANE elements** | ||
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The stresses in 2D PLANE elements are computed at the center of the element and are referred to in global axes. These stresses are shown in the following figure: | The stresses in 2D PLANE elements are computed at the center of the element and are referred to in global axes. These stresses are shown in the following figure: | ||
- | {{ :sassi:submodeler:options:planestress.png |Stresses in the 2D PLANE elements}} | + | {{ :sassi:user_interface:options:planestress.png?400 |Stresses in the 2D PLANE elements}} |
**SPRING elements** | **SPRING elements** |