FILLET WELD UNDER TORSIONAL LOADING

SI/Metric Units


INPUT   DATA EXAMPLE Of Input/Output

Title  

Length of weld, L   cm 

    

Throat of weld, H   cm 
Distance of load to centroid of weld group, Lo   cm 
Distance from weld to centroid, do   cm 
External force, P   N


     Reset


OUTPUT   VARIABLES   &   GRAPHS

STRESSES   Values   Units
 ♦ Shear stress in weld, τshear   106N/m2 
 ♦ Polar moment of inertia, Jgroup   10-6m4 
 ♦ Stress due to torque, τtorsion   106N/m2 
 ♦ Angle, α   °  
 ♦ Maximum shear stress, τmax   106N/m2 

THEORY  &   FORMULAE

Welded Connection Under Torsion And Shear.

In a fillet weld, the two parts to be joined together are placed one on top of the other and the right-angle corners created are filled with weld. Consider a fillet welded connection (2 fillet welds) carrying a load as shown, which results in a shear force and torque in the weld. The stresses acting in the weld are described by the equations below:

    

where
     L = length of weld
     H = throat depth of weld
     P = applied force
     Lo = perpendicular distance from centroid of weld group to applied force
     do = distance from centroid of weld group to centerline of weld
     ro = radial distance to farthest point on weld (derived)
     α = angle enclosed by ro and the vertical (derived)
     Jgroup = polar moment of inertia of the 2 welded areas about centriod of weld group
     τshear = shear stress in weld due to shear force
     τtorsion = shear stress in weld due torsion
     τmax = resultant maximum shear stress in weld

Tips

    ◊ Use link EXAMPLE Of Input/Output  to demo data entry expectations and results; you may edit & use it as starting point

BIBLIOGRAPHY