! Notice that from now on we write only lower case letters NSEL,S,LOC,X,0 ! Select all nodes at x = 0ĭ,ALL,UX,0,UY,UZ,ROTX,ROTY,ROTZ ! Apply boundary conditions to nodes selected SF,ALL,PRES,P ! Apply pressure load to nodes selected NSEL,S,LOC,X,L ! Select all nodes at x = L SECNUM,1 ! Set element section attribute pointerĬMSEL,S,PLATE,AREA ! Select component named plate (of type area) SECOFFSET,MID ! Define section offset for cross section SECTYPE,1,SHELL,PLATE ! Associates section type information with a section ID number. MPDATA,EX,1,0.69e11 ! Young's modulus ĮT,1,SHELL181 ! Shell element, both bending and membrane stressesĬM,PLATE,AREA ! Group geometry into component ! Defining the material data (here aluminium) It have distance equal NODE2 when Loadstep running every STEP on LARGE Displacement Analysis.P=-50e6*t ! Load, we will use as a pressure load (positive - compression, negative - tension)Ī,1,2,3,4 ! Making an area from our nodes (notice the order)ĬYL4,Length2hole,0,Diameter/2, ! Make cylinderĪSBA,1,2 ! Remove area 2 (cylinder) from area 1 (plate)

If I want NODE1 that is support move to direction UY. Load set not found on result file file.rst. The unconverged solution (identified as time 5 substep 999999) is Solution not converged at time 4.994375 (load step 5 substep 7). Timestep/load-factor through the NSUB or DELTIM command for Necessary for the user to supply a suitable initial The program chosen initial timestep/load-factor is arbitrary. During the running of LARGE DISPLACEMENT ANALYSIS and it has UNCONVERGENT and then the program is stop working and it show about this. How to fix the problem of Mechanical APDL Product Launcher (BATCH) when I run loop process in Loadstep.

Node N command ansys apdl