Results list in detail

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* GCS (Global Coordinate System)

** ECS (Element Coordinate System)

 

Category

Item

Description

Reactions

TOTAL REACTION FORCE

GCS X,Y,Z Reactions

image597.gif

TX REACTION FORCE

GCS X Reaction

 

TY REACTION FORCE

GCS Y Reaction

 

TZ REACTION FORCE

GCS Z Reaction

 

TOTAL REACTION MOMENT

GCS X,Y,Z Moment Reactions

 

RX REACTION MOMENT

Moment Reaction about GCS X

 

RY REACTION MOMENT

Moment Reaction about GCS Y

 

RZ REACTION MOMENT

Moment Reaction about GCS Z

Displacement

TOTAL TRANSLATION(V)

GCS X,Y,Z Total Displacement

image598.gif

TX TRANSLATION(V)

GCS X Displacement

 

TY TRANSLATION(V)

GCS Y Displacement

 

TZ TRANSLATION(V)

GCS z Displacement

 

TOTAL ROTATION

GCS X,Y,Z Rotational Total Displacement

 

RX ROTATION

GCS X Rotational Displacement

 

RY ROTATION

GCS Y Rotational Displacement

 

RZ ROTATION

GCS Z Rotational Displacement

Beam Element Forces

AXIAL FORCE

ECS x Axial Force

image599.gif

SHEAR FORCE Y

ECS y Shear Force

 

SHEAR FORCE Z

ECS z Shear Force

 

TORQUE

Torsional Moment about ECS x

 

BENDING MOMENT Y

Bending Moment about ECS y

 

BENDING MOMENT Z

Bending Moment about ECS z

Truss Element Forces  

AXIAL FORCE

ECS x Axial Force

image600.gif

TORQUE

Torsional Moment about ECS x

Beam Element Stress

S-AXIAL

ECS x Axial Stress

image601.gif

S-POINT C~F

Stresses by Bending at User Defined Point (C~F)

 

S-TORSIONAL

Torsional Stress about ECS x

 

S-XY

ECS xy Shear Stress(Beam)

 

S-XZ

ECS xz Shear Stress(Beam)

 

S-VON MISES

von Mises Stress of Element

 

S-MIN

Minimum Bending Stress(Combination)

 

S-MAX

Maximum Bending Stress(Combination)

Truss Element Stresses  

S-AXIAL

ECS x Axial Stress

image602.gif

S-TORSIONAL

Torsional Stress about ECS x

Beam Element Strains

E-AXIAL

ECS x Axial Strain

image603.gif

E-POINT C~F

Strains by Bending at User Defined Point (C~F)

 

E-TORSIONAL

Torsional Strain about ECS x

 

E-XY

ECS xy Shear Strain

 

E-XZ

ECS xz Shear Strain

 

E-VON MISES

von Mises Strain of Element

 

E-MIN

Minimum Bending Strain(Combination)

 

E-MAX

Maximum Bending Strain(Combination)

Truss Element Strains  

E-AXIAL

ECS x Axial Strain

image605.gif

E-TORSIONAL

Torsional Strain about ECS x

Plane-Strain Forces

MEMBRANE FORCE XX

x Axial Force

image606.gif

MEMBRANE FORCE YY

y Axial Force

 

MEMBRANE FORCE XY

xy Shear Force

Plane-Strains Stresses

S-XX

GCS X Effective Stress

image608.gif

S-YY

GCS Y Effective Stress

 

S-ZZ

GCS Z Effective Stress

 

S-XX TOTAL

GCS X Total Stress

 

S-YY TOTAL

GCS Y Total Stress

 

S-ZZ TOTAL

GCS Z Total Stress

 

S-XY

GCS XY Shear Stress

 

S-MAJOR PRINCIPAL(V)

Principal Stress (Maximum)

 

S-MINOR PRINCIPAL(V)

Principal Stress (Minimum)

 

S-MAX SHEAR

Maximum Shear Stress

 

S-VON MISES

von Mises Stress

 

PLASTIC STATUS

Plastic Status of Ground Element

 

MEAN EFFECTIVE PRESSURE

Mean Effective Pressure

 

MEAN TOTAL PRESSURE

Mean Total Pressure

 

PORE STRESS

Pore Pressure

 

EXCESSIVE PORE STRESS

Excessive Pore Stress

Plane-Strain Strains

E-XX

GCS X Strain

image610.gif

E-YY

GCS Y Strain

 

E-XY

GCS XY Strain

 

E-MAJOR PRINCIPAL (V)

Maximum Strain of Principal Stress about Main Axis

 

E-MINOR PRINCIPAL (V)

Minimum Strain of Principal Stress about Main Axis

 

E-MAX SHEAR

Maximum Shear Strain

 

E-EQUIVALENT

Equivalent Strain

 

E-VON MISES

von Mises Strain of Element

 

E-VOLUMETRIC

Volumetric Strain of Element

 

E-EFFECTIVE PLASTIC

Equivalent Plastic Strain

Shell Element Forces

MAMBRANE FORCE XX

x Axial Force

image611.gif

MAMBRANE FORCE YY

y Axial Force

 

MAMBRANE FORCE XY

xy Shear Force

 

BENDING MOMENT XX

Bending moment about y axis

 

BENDING MOMENT YY

Bending moment about x axis

 

BENDING MOMENT XY

xy plane Torsional Moment

 

TRANSVERSE SHEAR FORCE XZ

zx plane Shear Force about Thickness direction

 

TRANSVERSE SHEAR FORCE YZ

yz plane Shear Force about Thickness direction

Shell Element Stresses

S-XX

x Axial Stress

image612.gif

S-YY

y Axial Stress

 

S-ZZ

y Axial Stress

 

S-XY

xy Axial Shear Stress

 

S-MAJOR PRINCIPAL(V)

Maximum Principal Stress

 

S-MINOR PRINCIAL(V)

Minimum Principal Stress

 

S-MAX SHEAR

Maximum Shear Stress

 

S-VON MISES

von Mises Stress

   

Shell Elemnet Strains

E-XX

GCS X Strain

image613.gif

E-YY

GCS Y Strain

 

E-ZZ

GCS Z Strain

 

E-XY

GCS XY Strain

 

E-MAJOR PRINCIPAL (V)

Maximum Strain of Principal Stress about Main Axis

 

E-MINOR PRINCIPAL (V)

Minimum Strain of Principal Stress about Main Axis

 

MAX SHEAR

Maximum Shear Strain

 

E-VON MISES

von Mises Strain

Solid Stresses

S-XX

Effective Stress of GCS X

image614.gif

S-YY

Effective Stress of GCS Y

 

S-ZZ

Effective Stress of GCS Z

 

SXY

GCS XY Shear Stress

 

SYZ

GCS YZ Shear Stress

 

SXZ

GCS XZ Shear Stress

 

S-PRINCIPAL A~C(V)

Principal Stresses (B(V) > C(V) > A(V))

 

S-MAX SHEAR

Maximum Shear Stress

 

S-EQUIVALENT

Equivalent Stress

 

S-VON MISES

von Mises Stresses

 

PLASTIC STATUS

Plastic Status of Ground Element

 

MEAN EFFECTIVE PRESSURE

Mean Effective Pressure

 

S-XX TOTAL

Total Stress of GCS X

 

S-YY TOTAL

Total Stress of GCS Y

 

S-ZZ TOTAL

Total Stress of GCS Z

 

MEAN TOTAL PRESSURE

Mean Total Pressure

 

PORE STRESS

Pore Stress (=Hydrostatic Pore Stress + Excessive Pore Stress)

 

EXCESSIVE PORE STRESS

Excessive Pore Stress

Solid Strains

E-XX

GCS X Elastic Strain

image616.gif

E-YY

GCS Y Elastic Strain

 

E-ZZ

GCS Z Elastic Strain

 

E-XY

GCS XY Elastic Strain

 

E-YZ

GCS YZ Elastic Strain

 

E-ZX

GCS XZ Elastic Strain

 

E-PRINCIPAL A~C

Principal Stress Strain of Main Axis

 

E- MAX SHEAR

Maximum Shear Strain

 

E- EQUIVALENT

Equivalent Strain

 

E- VON MISES

von Mises Strain

 

E- EFFECTIVE PLASTIC

Equivalent Plastic Strain

Node Seepage Results

TOTAL HEAD

Total Head

image618.gif

PORE PRESSURE HEAD

Pore Pressure Head

 

PORE PRESSURE

Pore Pressure

 

FLOW RATE

Flow Rate

 

APPLIED SEEPAGE FLOW

Flow Rate about Flux

 

REACTION SEEPAGE FLOW

Flow Rate about Head / Pressure

Plane Strain Seepage Result

HYDRAULIC GRADIENT X(V)

x Hydraulic Gradient

image619.gif

HYDRAULIC GRADIENT Y(V)

y Hydraulic Gradient

 

HYDRAULIC GRADIENT RESULTANT(V)

xyz Hydraulic Gradient

 

SEEPAGE FLOW VELOCITY X(V)

x Seepage Flow Velocity

 

SEEPAGE FLOW VELOCITY Y(V)

y Seepage Flow Velocity

 

SEEPAGE FLOW VELOCITY RESULTANT(V)

xyz Seepage Flow Velocity

 

PERMEABILITY A~B

x,y,z Conductivity

 

VOLUMETRIC WATER CONTENT

Volumetric Water Content

 

DEGREE OF SATURATION

Degree of Saturation

3D Elem Seepage Results

HYDRAULIC GRADIENT X,Y,Z

x,y,z Hydraulic Gradient

image620.gif

HYDRAULIC GRADIENT XY

xy Hydraulic Gradient

 

HYDRAULIC GRADIENT YZ

yz Hydraulic Gradient

 

HYDRAULIC GRADIENT XZ

xz Hydraulic Gradient

 

HYDRAULIC GRADIENT RESULTANT

xyz Hydraulic Gradient

 

FLOW VELOCITY X,Y,Z

x,y,z Seepage Flow Velocity

 

FLOW VELOCITY XY,YZ,XZ

x,y,z Seepage Flow Velocity

 

FLOW VELOCITY RESULTANT

xyz Seepage Flow Velocity

 

PERMEABILITY A~B

x,y,z Conductivity

 

VOLUMETRIC WATER CONTENT

Volumetric Water Content

 

DEGREE OF SATURATION

Degree of Saturation

 

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