Mechanical APDL Structural Analysis Guide

(lily) #1
!
MPDATA,EY,1,1,1.250E4,1.210E4,1.140E4,1.090E4,1.070E4,1.050E4
MPDATA,EY,1,,1.020E4,0.995E4,0.963E4,0.932E4,0.890E4,0.865E4
!
MPDATA,EZ,1,1,1.250E4,1.210E4,1.140E4,1.090E4,1.070E4,1.050E4
MPDATA,EZ,1,,1.020E4,0.995E4,0.963E4,0.932E4,0.890E4,0.865E4
!
MPDATA,PRXY,1,1,0.351,0.359,0.368,0.375,0.377,0.380
MPDATA,PRXY,1,,0.382,0.384,0.386,0.389,0.391,0.393
!
MPDATA,PRYZ,1,1,0.351,0.359,0.368,0.375,0.377,0.380
MPDATA,PRYZ,1,,0.382,0.384,0.386,0.389,0.391,0.393
!
MPDATA,PRXZ,1,1,0.351,0.359,0.368,0.375,0.377,0.380
MPDATA,PRXZ,1,,0.382,0.384,0.386,0.389,0.391,0.393
!
MPDATA,GXY,1,1,1.190E4,1.160E4,1.110E4,1.080E4,1.060E4,1.040E4
MPDATA,GXY,1,,1.020E4,1.000E4,0.973E4,0.946E4,0.908E4,0.887E4
!
MPDATA,GYZ,1,1,1.190E4,1.160E4,1.110E4,1.080E4,1.060E4,1.040E4
MPDATA,GYZ,1,,1.020E4,1.000E4,0.973E4,0.946E4,0.908E4,0.887E4
!
MPDATA,GXZ,1,1,1.190E4,1.160E4,1.110E4,1.080E4,1.060E4,1.040E4
MPDATA,GXZ,1,,1.020E4,1.000E4,0.973E4,0.946E4,0.908E4,0.887E4

TB,BISO,1! BISO TABLE
TBDATA,1,180,200

TB,CREEP,1,,,2! CREEP TABLE
TBDATA,1,5.911E-34,6.25,-0.25

TB,HILL,1,5! HILL TABLE
TBTEMP,750.0
TBDATA,1,1.0,1.0,1.0,0.93,0.93,0.93
TBTEMP,800.0
TBDATA,1,1.0,1.0,1.0,0.93,0.93,0.93
TBTEMP,850.0
TBDATA,1,1.0,1.0,1.0,0.93,0.93,0.93
TBTEMP,900.0
TBDATA,1,1.0,1.0,1.0,1.00,1.00,1.00
TBTEMP,950.0
TBDATA,1,1.0,1.0,1.0,1.00,1.00,1.00

For information about the HILL option, see Generalized Hill.


For information about the CREEP option, see Implicit Creep Equations and Implicit Creep Proced-
ure (p. 211).


For information about the BISO option, see Bilinear Isotropic Hardening.


8.4.2.42. HILL and CREEP and MISO Example.


This input listing illustrat es an example of modeling anisotropic implicit creep with multilinear isotropic
hardening plasticity.


MP,EX,1,20.0E5! ELASTIC CONSTANTS
MP,NUXY,1,0.3
TB,MISO,1! MISO TABLE
TBPT,,0.015,30000
TBPT,,0.020,32000
TBPT,,0.025,33800
TBPT,,0.030,35000
TBPT,,0.040,36500
TBPT,,0.050,38000
TBPT,,0.060,39000

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Modeling Material Nonlinearities
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