Kanwarosama
Student
- Mar 25, 2024
- 19
Hi,
I was working on preloaded flange connections of wind turbine towers, trying to model them in abaqus. I need the axial and the shear stiffnesses of the joint. For the shear its the Huths formula that I am thinking of using. But I dont understand what is the effect of number of bolts on this stiffness. Is the Huth equation for a single bolt, a group of bolts or independent on the number of bolts?
I was working on preloaded flange connections of wind turbine towers, trying to model them in abaqus. I need the axial and the shear stiffnesses of the joint. For the shear its the Huths formula that I am thinking of using. But I dont understand what is the effect of number of bolts on this stiffness. Is the Huth equation for a single bolt, a group of bolts or independent on the number of bolts?