2D STRESSES & MOHR'S CIRCLE


INPUT   DATA EXAMPLE Of Input/Output

Title  

Normal stress in x-direction, σx  

    

Normal stress in y-direction, σy  
Shear stress in xy-plane, τxy  


     Reset


OUTPUT   VARIABLES   &   GRAPHS

VARIABLES   Values  
 ♦ Max normal stress, σ1   Graphs:
 2D Mohr's circle  
 ♦ Min normal stress, σ2  
 ♦ Max shear stress, τmax  
 ♦ Angle of rotation, θ  °  

THEORY  &   FORMULAE

Principal Stresses And The Mohr's Circle

Consider a plane stress problem, with three known stress components: normal stresses σx and σy, and shear stress τxy. The resultant maximum normal stress called the principal stress σ1, and minimum stress (principal stress σ2) are given by the equations below. The principal axes are the 2 mutually perpendicular axes where the state of stress in each surface normal to the axes contains a tensile or compressive stress and zero shear stress. Also given below is the equation for the special angle for the rotated element on which these principal stresses act.

    

where
     σx = normal stress in x direction
     σy = normal stress in y direction
     τxy = shear stress in xy-plane
     σ1 = maximum principal stress
     σ2 = minimum principal stress
     θ = angle of rotation to the principal stress axes
     τmax = maximum shear stress

All stress values are given here in the same units.

The Mohr's circle is a graphical representation of the analytical equations above. From it, the characteristics and extremas of the stresses on the element can be determined. In the implementation here, the shear stress is positive upwards, and rotation is clockwise positive.

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