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9.5.5 User-supplied
DIANA offers the user-supplied subroutine mechanism to
specify a general nonlinear material behavior for reinforcements.
The user-supplied material model USRMAT is available
for both embedded reinforcements BAR and GRID.
- The user-supplied material model should be coded with great care.
The routine should perform the intended function without influencing
other parts of DIANA.
See Volume Analysis Procedures for the
precautionary measures to be taken when applying user-supplied subroutines.
- The user-supplied material model should be developed and tested on a single
element example to verify if the routine models the constitutive behavior
accurately before using the subroutine in production analyses.
The following information from table 'MATERI' is passed
to the user-supplied subroutine USRMAT [§11.4.2].
(syntax)
- USRMAT
-
specifies that a general material model is determined via
user-supplied subroutine USRMAT.
The keyword usrmod may be used as a switch in the subroutine.
This gives you the opportunity to code various material models
in one single subroutine.
- USRVAL
- usrval
is a series of material parameters.
These parameters cannot be modified in the subroutine.
- USRSTA
-
usrsta are the initial values of a series of internal state variables.
These variables may be used and modified in the subroutine.
- USRIND
- usrind
are the initial values of a series of integer indicator variables.
These variables may be used and modified in the subroutine.
(file.dat)
'MATERI'
2 YOUNG 200000.0
USRMAT SATURA
USRVAL 600.0 1.0 0.0 1250.0 0.05
USRSTA 0.0 0.0 0.0
'END'
In addition to the data for for the user-supplied subroutine,
this example also inputs the value for the Young's modulus E
.
This value is necessary for the preliminary linear analysis.
If you need this value in the user-supplied subroutine,
then you can take them from the FILOS file via a special
access routine GTC [Vol. Analysis Procedures].
For an embedded BAR,
the user-supplied material model describes a uniaxial stress-strain model.
For an embedded GRID,
the user-supplied material model describes two uncoupled uniaxial
stress-strain relationships for the two axis directions of the grid.
Next: 9.6 Soil Behavior
Up: 9.5 Reinforcement Behavior
Previous: 9.5.4 Reinforcement Specials
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DIANA-9.3 User's Manual - Material Library
First ed.
Copyright (c) 2008 by TNO DIANA BV.