Stresses

Option

Action

Calculation

Interpretation

Normal stress is acting the plane perpendicular to the local axis X’ [N/mm2]

Normal stress due to plane axial force component as a plane stresses state component:

Normal stress due to bending moment component:

2D-Plate package specific (bending only):

2D-Wall package specific (bending + plane stress state):

Normal stress is acting the plane perpendicular to the local axis Y’ [N/mm2]

Normal stress due to plane axial force component as a plane stresses state component:

Normal stress due to bending moment component:

2D-Plate package specific (bending only):

2D-Wall package specific (bending + plane stress state):

Shear stress τ_xy  [N/mm2].

Reading rule:

shear stress τ_xy on the local Y’ axis is making shear on the plane is perpendicular to the local X’ axis   

Shear stress due to plane axial force component as a plane stresses state component (plane stress state):

Shear stress due to bending moment component (bending only):

2D-Plate package specific (bending only):

2D-Wall package specific (bending + plane stress state):

Principle stress σ₁  [N/mm2]. Reading rule:

Principal stress on the local 1’-axis is acting the cut perpendicular to the local 1’ axis. Local  1’ axis (perpendicular to local  2’ axis) is representing rotated X’ axis where shear stress  τ_xy = τ_yx  vanishes  

Calculated using normal and shear stresses as:

Principle stress σ₂  [N/mm2]. Reading rule:

Principal stress on the local 2’-axis is acting the cut perpendicular to the local 2’ axis. Local  2’ axis (perpendicular to local  1’ axis) is representing rotated Y’ axis where shear stress  τ_xy = τ_yx  vanishes  

Calculated using normal and shear stresses as:

Shear stress τ_xz  [N/mm2]

Reading rule:

shear stress flow in local Z’ direction is acting the cut is perpendicular to the local X’  axis

Shear stress due to shear force component

2D-Plate package specific (bending only):

2D-Wall package specific (plane stress state):

No results are available

2D-Wall package specific (bending + plane stress state):

Shear stress τ_yz  [N/mm2]

Reading rule:

shear stress flow in local Z’ direction is acting the cut is perpendicular to the local Y’  axis

Shear stress due to shear force component

2D-Plate package specific (bending only):

2D-Wall package specific (plane stress state):

No results are available

2D-Wall package specific (bending + plane stress state):

Combined shear stress τ₁  [N/mm2]

2D-Plate package specific (bending only):

2D-Wall package specific (plane stress state):

No results are available

2D-Wall package specific (bending + plane stress state):

von Mises failure criteria σ_c  [N/mm2]

Is calculated using principle stresses for 3D problem:

Is calculated using principle stresses for 2D problem:

Is calculated using cartesian stresses for 3D problem:

Is calculated using cartesian stresses for 2D problem:

For a plane problem:

Combined stress (shear stress + normal stress) [N/mm2]

2D-Plate package specific (bending only)

2D-Wall package specific (bending + plane stress state)

Combined stress (shear stress + normal stress) [N/mm2]

2D-Plate package specific (bending only)

2D-Wall package specific (bending + plane stress state)