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Fiber Section Created Edited

Analysis Results of Fiber Section

Function

  • Analysis results of fiber sections from time history analysis are displayed. The results consist of member force history of inelastic beam members modeled with fiber elements, stress - strain results of each section cell, and the state of fibers.

 

Call

From the main menu, select [Results] tab > [Type : Time History Analysis] > [Time History Analysis] group > [Fiber Section] > [Analysis Results of Fiber Section]

 

Input

Results-Time History-Analysis Results of Fiber Section.png

Analysis Results of Fiber Section dialog box


Element

Enter a beam element number modeled with fibers. Analysis results of the fiber model defined within the element are produced.


Load case

Select a time history analysis case defined in Time History Load Cases.


Object for Plotting

Section : Plot the analysis results of the entire section of the selected element.

Fiber : Plot the analysis results of each cell of the selected element.

Position : Select the positions in the element local x-direction where the results are required. 5 Positions including i and j ends can be selected as shown in the following figure.

<Figure 1 >


Type of Graph

Define the types of X and Y axis of the results output.

If Section is selected

X-axis can be defined for Dx, Ry, Rz, Fx, My, Mz, and Time. Y-axis can be defined for Dx, Ry, Rz, Fx, My and Mz. For 6 most frequently used combinations of components, selection can be made by the use of the buttons provided.

Results-Time History-Analysis Results of Fiber Section-type of graph.png

Dx-Fx : Displacement in the x-axis direction and axial force in the element coordinate system.

My-Fx : Bending moment about the y-axis and axial force in the element coordinate system.

Ry-My : Rotation about the y-axis and bending moment about the y-axis in the element coordinate system.

Mz-Fx : Bending moment about the z-axis and axial force in the element coordinate system.

Rz-Mz : Rotation about the z-axis and bending moment about the z-axis in the element coordinate system.

My-Mz : Bending moment about the y-axis in the element coordinate system - Bending moment about the z-axis.

If Fiber is selected

Results-Time History-Analysis Results of Fiber Section-type of graph-fiber.png

Time : Time

SN : Strain

SS : Stress

Plot Table : Generate the time history analysis results in a table format.

Results-Time History-Analysis Results of Fiber Section-time history table.png

Plot Graph : Display the graph based on the assigned axes.

: Select cells.

: Unselect all the selected cells.

: Display all the cells.

: Zoom the selected screen display.

: Zoom in the screen.

: Zoom out the screen.

: Turn on/off the axis.

View Cell Number : Display Cell Numbers

NOTE.png

Fiber Cells are assigned numbers according to the following rules:

Numbering order for materials: from Concrete Cell to Steel Cell

Numbering order for directions: 1. from left to right, 2. from up to down


Fiber State

Specify the state of the output display for the fiber model.

Tension : Display the analysis results of the tension side.

Compression : Display the analysis results of the compression side.

Elastic, Crack, Yielding, Crushing : Select colors for each fiber state.

Blending : Define the intensity of the display colors.

Time Step : Select a time history step at which analysis results will be produced.

Initialize Fiber : Initialize the fiber model.

Plot Fiber State : Plot the analysis results of the fiber model.

Save Window As *.bmp : Graphical data for analysis results can be saved in the Windows Bitmap (BMP) file format.

The definition of Fiber State in midas Civil varies depending on the reinforcing steel and concrete, and it differs for each material model. The definitions of each Fiber State are as follows:

Definition of Fiber State

Fiber State of Steel

Tension Range : Elastic, Yielding
Compression Range : Elastic, Yielding

Fiber State of Concrete

Tension Range : Elastic, Crack
Compression Range : Elastic, Yielding, Crushing

Menegotto-Pinto Model

Elastic within the rectangle zone and Yielding elsewhere

 

Bilinear Model

Elastic within the rectangle zone and Yielding elsewhere


Unsymmetric Bilinear Model

Elastic within the rectangle zone and Yielding elsewhere

 

Trilinear Model

Elastic within the rectangle zone and Yielding elsewheressssssssssssssssss

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Kent & Park Model

Tension : (Crack)

Compression : (Elastic)

                      (Yielding)

                      (Crushing)

 

Japan Concrete Standard Specification Model

Tension : or  (Crack)

Compression :  (Elastic)

                       (Crushing)

 

Japan Roadway Specification Model

Tension : (Elastic)

              (Crack)

Compression :  (Elastic)

                       (Yielding)

                       (Crushing)

Japan Highway Corporation Model

Tension : (Elastic)

               (Crack)

Compression :  (Elastic)

                       (Yielding)

                       (Crushing)

Trilinear Concrete Model

Tension : (Elastic)

               (Crack)

Compression :  (Elastic)

                       (Yielding)

                       (Crushing)


Animation

Select the time history step at which the analysis results need to be produced.

Results-Time History-Analysis Results of Fiber Section-animation.png

Step : Specify the step at which the time history analysis results need to be displayed. If a specific step is entered, it moves to the step directly.

Increment : Graphic output is produced and recorded at the specified increment.

Time : The actual time of the loading corresponding to the current step is produced.

: It auto-generates the animated results of time history analysis. The interval of display is at the specified Increment.

: Pause Animation generation.

: Stop Animation generation.

: Moves to the first step of the time history analysis result.

: Move backward to the previous steps by the increment.

: Move forward to the subsequent steps by the increment.

: Move to the last step of the time history analysis results.

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