Hi! I have made a transient analysis (full method) with load step 10 sec. and time step 0.002 sec. With "CONFIG, NRES,5000" I get all substeps in the Time HISTORY POSTPROCESSOR (POST26), but I get only the first 800 substeps (up to 1.6 sec.) in the GENERAL POSTPROCESSOR (POST1). Does a command...
I am studying the behaviour of a water tank "blocked" at base; for the steel structure I have used SHELL63 elements, for the fluid FLUID80 elements. At boundary I have imposed that nodes of the fluid and those of the structure have the same displacement in the direction normal to the interface...
I have done a modal analysis, but I do not know how to read the results, I find only the frequencies, but I need participating mass for every mode. Help!
I'm studying the behaviour of a cylindrical tank full of water, I have used elements SHELL63 for the steel structure and elements FLUID80 for the water,at boundary
I have coupled nodes(coincident, but separates ) of the
fluid and the structure only in the direction normal to the tank's...
I'm studying the behavior of a cylindrical tank full of fluid, for the cylinder I use elements SHELL63 and for the fluid elements FLUID80. Ansys help says:"Fluid element at a boundary should not be attached directly to structural elements but should have separate, coincident nodes that are...
