Hello to everyone. I’m modelling a box girder bridge post-tensioned in abaqus 6.12, using a shell elements. For tendons, I’m using a truss elements, and I use TIE command for make interaction between shell and truss. For post-tension, I’m using a predefinied field-stress and i will want use a...
I’m modelling a box girder bridge post-tensioned in abaqus 6.12, using a shell elements. For tendons, I’m using a truss elements, and I use TIE command for make interaction between shell and truss. For post-tension, I’m using a predefinied field-stress but I will want use a command PRESTRESS...
I’m modelling a box girder bridge post-tensioned in abaqus 6.12, using a shell elements. For tendons, I’m using a truss elements, and I use TIE command for make interaction between shell and truss. For post-tension, I’m using a predefinied field-stress but I will want use a command PRESTRESS...