User login

Navigation

You are here

lack of convergence

FEA

Using Abaqus, hanging some mass in Truss element (T3D2), facing numerical singularities and lack of convergence due to Truss elements have no initial stiffness to resist loading perpendicular to their axis. If a stress-free line of trusses is loaded perpendicular to its axis in Abaqus/Standard. Kindly suggest me how to overcome this. 

Subscribe to RSS - lack of convergence

Recent comments

More comments

Syndicate

Subscribe to Syndicate