Wind load application problem
Wind load application problem
(OP)
Hello,
I am trying to make the structure fall due to wind force in abaqus. I have used dynamic explicit in step and I applied velocity of wind using predefined field tab. I placed the geometry on top of surface( analytical rigid) where surface is fixed and geometry has no boundary conditions. It has only general contact with surface where I did in interaction. I have a complex geometry but I made something simple and similar I am trying to achieve. If am doing anything wrong in load or boundary conditions please guide me. See the attached file to get clear picture
I am trying to make the structure fall due to wind force in abaqus. I have used dynamic explicit in step and I applied velocity of wind using predefined field tab. I placed the geometry on top of surface( analytical rigid) where surface is fixed and geometry has no boundary conditions. It has only general contact with surface where I did in interaction. I have a complex geometry but I made something simple and similar I am trying to achieve. If am doing anything wrong in load or boundary conditions please guide me. See the attached file to get clear picture





RE: Wind load application problem
I would think a pressure load could represent a wind load.
RE: Wind load application problem
RE: Wind load application problem
Maybe you should go through the Getting Started Manual first.
RE: Wind load application problem