Page 121 - Using ANSYS for Finite Element Analysis Dynamic, Probabilistic, Design and Heat Transfer Analysis
P. 121

108  •   using ansys for finite eLement anaLysis

                 Material properties  Nominal value        Distribution
                                                      Gaussian distribution
                                                       with a mean value
                                                       equal to the nominal
                 Young’s modulus (E)  207,000 N/mm 2
                                                       value and a standard
                                                       deviation of 5% of its
                                                       mean value.
                                                      Gaussian distribution
                                                       with a mean value
                                                       equal to the nominal
                 Poisson’s ratio (ν)       0.3
                                                       value and a standard
                                                       deviation of 5% of its
                                                       mean value.

                 Loading              Nominal value       Distribution
                                                    Lognormal distribution
                                                     with a mean value equal
                 Applied Moment (Ma)  100 N-mm/mm    to the nominal value and
                                                     a standard deviation of
                                                     10% of its mean value.



                3.6.1  APPRoACh AnD ASSUMPTionS

                Since the problem is axisymmetric only a small sector of elements is
                needed. A small angle θ = 30° is used for approximating the circular bound-
                ary. The calculated load is equally divided and applied to the outer nodes.



                3.6.2  SUMMARy oF STePS

                  1.  Enter  the  PDS  and  execute  the  file  for  the  deterministic  model
                     (CIRCPLATE.txt).
                  2.  Specify CIRCPLATE.txt as the analysis file for the probabilistic
                     analysis.
                  3.  Define the RVs for your probabilistic analysis. For this problem,
                     you define the inner radius, outer radius and thickness of the plate,
                     Young’s modulus and poisson’s ratio, and applied moment as RVs
                     with various distribution functions.
                  4.  Define  the  random  output  variables.  You  define  the  maximum
                     deflection and maximum equivalent stress at the fixed edges as the
                     output parameters.
   116   117   118   119   120   121   122   123   124   125   126