3D STRESSES & MOHR'S CIRCLES


INPUT   DATA EXAMPLE Of Input/Output

Title  

Normal stress in x-direction, σx  

    

Normal stress in y-direction, σy  
Normal stress in z-direction, σz  
Shear stress in xy-plane, τxy  
Shear stress in yz-plane, τyz  
Shear stress in xz-plane, τxz  


     Reset


OUTPUT   VARIABLES   &   GRAPHS

VARIABLES   Values  
 ♦ Principal stress, σ1   Graphs:
 3D Mohr's circle  
 ♦ Principal stress, σ2  
 ♦ Principal stress, σ3  
 ♦ Max Shear stress, τmax1  
 ♦ Max Shear stress, τmax2  
 ♦ Max Shear stress, τmax3  

THEORY  &   FORMULAE

Principal Stresses And The Mohr's Circles

Consider a triaxial stress problem, with six known stress components: normal stresses σx, σy, and σy, and three shear stresses τxy, τxy and τxy. This combination results in 6 stress components: three principal stresses σ1, σ2 & σ3, and three maximum shear stresses τmax1, τmax2 & τmax3. The 3 principal stresses can be found by solving for the 3 roots of the cubic equation below. And then the 3 associated shear stresses can be calculated.

    

where
     σx = normal stress in x direction
     σy = normal stress in y direction
     σz = normal stress in y direction
     τxy = shear stress in xy-plane
     τyz = shear stress in yz-plane
     τxz = shear stress in xz-plane
     σ1 = principal stress
     σ2 = principal stress
     σ3 = principal stress
     τmax1 = maximum shear stress
     τmax2 = maximum shear stress
     τmax3 = maximum shear stress

All stress values are given here in the same units.

The Mohr's circle here is a 3-circle graphical representation of the analytical equations above. From it, the characteristics and extremas of the stresses on the element can be determined.

Tips

    ◊ Use link EXAMPLE Of Input/Output  to demo data entry expectations and results; you may edit & use it as starting point
    ◊ If the required Java plug-in not installed on your computer, an auto-download of this plug-in will be initiated before the plot is displayed.

BIBLIOGRAPHY