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.
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:
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
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
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.
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
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.