Translations:Workarounds/92/en


 * 11
 * Analyses with 2D (plane stress, plane strain, axisymmetric) elements
 * Prepare the geometry and analysis as if it were a shell model. Save the input file and open it with the built-in editor described above. Change the value of the TYPE parameter of the *ELEMENT keyword to the 2D element's name (e.g. CPS6 for plane stress) and replace *SHELL SECTION with *SOLID SECTION. Thickness is relevant for plane stress and plane strain elements. Save the input file and run calculations.
 * Prepare the geometry and analysis as if it were a shell model. Save the input file and open it with the built-in editor described above. Change the value of the TYPE parameter of the *ELEMENT keyword to the 2D element's name (e.g. CPS6 for plane stress) and replace *SHELL SECTION with *SOLID SECTION. Thickness is relevant for plane stress and plane strain elements. Save the input file and run calculations.
 * Prepare the geometry and analysis as if it were a shell model. Save the input file and open it with the built-in editor described above. Change the value of the TYPE parameter of the *ELEMENT keyword to the 2D element's name (e.g. CPS6 for plane stress) and replace *SHELL SECTION with *SOLID SECTION. Thickness is relevant for plane stress and plane strain elements. Save the input file and run calculations.