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Analysis Result Tables Created Edited

Solid Force & Stress Result Table

Function

  • Check the internal forces and stresses of solid elements from the analysis results in a spreadsheet format table.
  • Table Tool in midas Civil offers a variety of powerful built-in functions. Refer to Usage of Table Tool for detail directions:

 

Call

From the main menu, select [Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] > [Solid] > [Force & Stress]

From the main menu, select [Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] >  [Solid] > [Force(Local)]

From the main menu, select [Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] >  [Solid] > [Force(Global)]

From the main menu, select [Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] >  [Solid] > [Stress(Local)]

From the main menu, select [Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] >  [Solid] > [Stress(Global)]

 

Input

When you execute the Axisymmetric > Force & Stress Table function, the Records Activation Dialog will be displayed. Here, you can select the target nodes, elements, load conditions, construction stages, and more. After making the selections, click the OK button to generate the table. If you click Cancel, the table will be generated for all targets, and depending on the case, it may take a significant amount of time to complete.

NOTE.png Refer to Results Table of "Usage of Table Tool" for the usage of Records Activation Dialog.

Refer to Usage of Table Tool and check the following data:

 

1. Solid Force(Local/Global)

Elem : Element number

Load : Unit load case/combination

Stage : Construction stage

Step : Sub-stage

Node : Node number

Fx : Element's internal force in the element's local x-direction

Fy : Element's internal force in the element's local y-direction

Fz : Element's internal force in the element's local z-direction

FX : Element's internal force in GCS X-direction

FY : Element's internal force in GCS Y-direction

FZ : Element's internal force in GCS Z-direction

 

2. Solid Stress(Local)

Elem : Element number

Load : Unit load case/combination

Stage : Construction stage

Step : Sub-stage

Node : Node number

Sig-xx : Axial stress in the element's local x-direction

Sig-yy : Axial stress in the element's local y-direction

Sig-zz : Axial stress in the element's local z-direction

Sig-xy : Shear stress in the element's local x-y plane

Sig-yz : Shear stress in the element's local y-z plane

Sig-xz : Shear stress in the element's local x-z plane

Sig-P1 : Principal stress in the 1st principal axis direction

Sig-P2 : Principal stress in the 2nd principal axis direction

Sig-P3 : Principal stress in the 3rd principal axis direction

Max-Shear : Maximum shear stress

Sig-EFF : Effective stress (von-Mises Stress)

Sig-OCT : Octahedral Shear Stress

Sig-P1

ux : Principal stress in the x-direction vector.

uy : Principal stress in the y-direction vector.

uz : Principal stress in the z-direction vector.

Sig-P2, Sig-P3 are the same

NOTE.png The calculation methods for principal stresses, von Mises stresses, and maximum shear stresses vary depending on the load combination types, and you can refer to the information provided in the "Combinations" section.

 

3. Solid Stress(Global)

Elem : Element number

Load : Unit load case/combination

Stage : Construction stage

Step : Sub-stage

Node : Node number

Sig-XX : Axial stress in GCS X-direction

Sig-YY : Axial stress in GCS Y-direction

Sig-ZZ : Axial stress in GCS Z-direction

Sig-XY : Shear stress in GCS X-Y plane

Sig-YZ : Shear stress in GCS Y-Z plane

Sig-XZ : Shear stress in GCS X-Z plane

Sig-P1 : Principal stress in the 1st principal axis direction

Sig-P2 : Principal stress in the 2nd principal axis direction

Sig-P3 : Principal stress in the 3rd principal axis direction

Max-Shear : Maximum shear stress

Sig-EFF : Effective stress (von-Mises Stress)

Sig-OCT : Octahedral Shear Stress

Sig-P1

ux : Principal stress in the x-direction vector.

uy : Principal stress in the y-direction vector.

uz : Principal stress in the z-direction vector.

Sig-P2, Sig-P3 are the same

NOTE.png The Stage and Step columns in the Analysis Result Table are produced for a construction stage analysis or Hydration Heat Analysis. The Step column is produced also for a geometric nonlinear analysis.
The calculation methods for principal stresses, von Mises stresses, and maximum shear stresses vary depending on the load combination types, and you can refer to the information provided in the "Combinations" section.

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