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Subsections
9.3.2 Plasticity
Von Mises plasticity and hardening models are available
for embedded reinforcements.
Temperature influence on the plasticity is also possible.
(syntax)
- YIELD
-
species the Von Mises yield criterion.
- YLDVAL
-
sy is the yield stress
.
- NOBOND
-
indicates that the reinforcement is not bonded to its mother elements.
This option only applies for post-tensioned reinforcement
[§9.3.3].
- HARDEN
-
specifies the hardening hypothesis:
WORK
for work hardening or
STRAIN
for strain hardening.
- HARDIA
-
specifies a hardening diagram:
sy1 ...syn (n
25)are the yield stresses
and k1 to kn the corresponding equivalent
plastic strains
[Fig.16.3b].
- CORROS
-
specifies corrosion influence:
t1 ...tn (
2
n
500)are times t for which corrosion influence is specified.
Values f1 ...fn are
the reduction factors f (
0
f
1)for the reinforcement cross-section at the corresponding times.
DIANA applies linear interpolation between the specified time points.
The corrosion option can only be used in physical nonlinear analysis
with time steps.
- USRYOU
-
specifies that the temperature influence on Young's modulus is determined
via a user-supplied subroutine [§10.1.1].
DIANA passes the keyword usrkey to argument usrkey
of this subroutine.
For reinforcements, concentration and maturity data is not available in this
routine.
- SQVCRV
- USRCRV
specifies that the temperature influence on the plasticity criterion
is determined via the user-supplied subroutine USRCRV
[§10.3].
DIANA passes the parameters usrpar to argument usrpar
of this subroutine.
For reinforcements, concentration and maturity data is not available in this
routine.
The example of Figure 16.4 holds for hardening plasticity
of reinforcements.
In nonlinear analysis, the ambient temperature may influence the
yield stress of embedded reinforcements.
The temperature-time dependency must be specified via
input table 'TEMPER' [§1.2].
(syntax)
- TEMYLD
-
specifies temperature influence on the yield stress
.
Values te1 to ten (n
15)are temperatures T.
Values sy1 to syn are the yield stresses
for the corresponding temperatures.
(file.dat)
'MATERI'
1 YOUNG 210000.
TEMYOU 0. 210000. 150. 210000. 750. 0.
TEMALP 0. 1.2E-5 900. 1.2E-5
YIELD VMISES
YLDVAL 400.
TEMYLD 0. 400. 300. 400. 750. 0.
Next: 9.3.3 No Bonding
Up: 9.3 Reinforcement Behavior
Previous: 9.3.1 Linear Elasticity
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DIANA-8.1 User's Manual - Material Library
First ed.
Copyright (c) 2002 by TNO Building and Construction Research