mambo1988
Guest
I am a student of ing.mechanics, I am using multiphysics ansys for a university examination concerning the construction of a machine and I have come across the problem of fatigue study in welds.
I press that I am an amateur in using ansys, however we come to the point: I have to check the study of a welding made at the base of a c beam with a plate (then it will become frame). I read the norm 10011 (now in disuse) which compares the admissible sigma delta (according to the particular construction employed and the number of cycles), the norm is clear, the problem is to find the change of tensions within the welding cord, how can I proceed?? I have also given a peek at the Eurocode 1993-1-9 where we talk about the "hot-spot"... my question is: "How do I proceed to study the welding cord and verify the sigma delta or/e the "hot-spot"? do I have to model the welding cord on the base (already sized in the case of static load) and realize a bond between beams and plate? "
I hope I have made you understand the problem... thank you
I press that I am an amateur in using ansys, however we come to the point: I have to check the study of a welding made at the base of a c beam with a plate (then it will become frame). I read the norm 10011 (now in disuse) which compares the admissible sigma delta (according to the particular construction employed and the number of cycles), the norm is clear, the problem is to find the change of tensions within the welding cord, how can I proceed?? I have also given a peek at the Eurocode 1993-1-9 where we talk about the "hot-spot"... my question is: "How do I proceed to study the welding cord and verify the sigma delta or/e the "hot-spot"? do I have to model the welding cord on the base (already sized in the case of static load) and realize a bond between beams and plate? "
I hope I have made you understand the problem... thank you