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ARBTH

Description

Elasto-plastic constitutive law with thermal effects for solid elements at variable temperature
Developed from 1985 to 2005 by AM Habraken, F. Libon, De Montleau - 3D version by C. Lequesne (2005)
Project:

Use

Coupled thermo-mechanical analysis of elasto-plastic solids undergoing large strains

Files

Prepro: LARBTN.F
Lagamine: ARBC2N.F (plane strain, axissymetric, generalized plane state)
ARB3C (3D state)

Subroutines

FileSubroutineDescription
ARBC2N.F ARBC2N Main subroutine of the law for plane strain, axissymetric, or generalized plane state
ARB3C.F ARB3C Main subroutine of the law for 3D state
CALMAT.F CALAMAT Linear interpolation of parameters at a given temperature
CALDER.F CALDER Computation of $\frac{dE}{dT}$ and $\frac{d\alpha}{dT}$
CALSYT.F CALSYT Computes actualized plastic limit
CONCAT.F CONCAT Concatenation of 2 vectors
CALMU2.F CALMU2 Computation of the plastic modulus

Availability

Plane stress state NO
Plane strain state YES
Axisymmetric state YES
3D state YES
Generalized plane state YES

Input file

Parameters defining the type of constitutive law

1 line (2I5, 60A1)
ILLaw number
ITYPE 250
COMMENT Any comment (up to 60 characters) that will be reproduced on the output listing

Integer parameters

1 line (6I5)
NTEMP number of temperatures at which material data are given
NINTV number of sub-steps used to integrate numerically theconstitutive equation in a time step
if NINTV ⇐ 0 : number of sub-steps is based on the norm of the deformation increment and on DIV=1.D-04
IENTH = 0 to use the classical formulation for $\alpha$
= 1 to use $\int \alpha dT$
NPOINT number of points (eps,sig) to define the law
=0 if parabolic or bilinear law
IZENER =0 if $\sigma$-$\varepsilon$ curves do not depend on strain rate
= 1 if $\sigma$-$\varepsilon$ curves depend on strain rate
IDYN= 1 if recrystallisation
= 0 else

Real parameters

Line 1 (FORMAT)
PARAM1 description of PARAM1

Stresses

Number of stresses

6 for 3D state
4 for the other cases

Meaning

The stresses are the components of CAUCHY stress tensor in global (X,Y,Z) coordinates.
For the 3-D state:

SIG(1)$\sigma_{xx}$
SIG(2)$\sigma_{yy}$
SIG(3)$\sigma_{zz}$
SIG(4)$\sigma_{xy}$
SIG(5)$\sigma_{xz}$
SIG(6)$\sigma_{yz}$

For the other cases:

SIG(1)$\sigma_{xx}$
SIG(2)$\sigma_{yy}$
SIG(3)$\sigma_{xy}$
SIG(4)$\sigma_{zz}$

State variables

Number of state variables

13

List of state variables

Q(1)= element thickness (t) in plane stress state and generalized plane state
=1 in plane strain state
= circumferential strain rate ($\dot{\varepsilon}_\theta$) in axisymmetric state
= 0 in 3D state
Q(2)Current yield limit in tension; its initial value is $\sigma_{yl}$
Q(3)= 0 if the current state is elastic
= 1 if the current state is elasto-plastic
Q(4) Equivalent plastic strain
Q(5) Instantaneous thermal flow at the end of the step
Q(6) adiabatic temperature increase due to plastic dissipation
since the beginning (coupled analysis)
since the preceding thermomechanical meeting (semi-coupled analysis)
Q(7) Initial temperature
Q(8) Capacity $\rho C$ (used in semi-coupled analysis)
Q(9) epsilon rate for idyn=1
Q(10) Ln(Z) Zener parameter for idyn=1
Q(11) $T_{eq}$ equivalent temperature for izener=1
Q(12) Xdyn = recrystallisation fraction for all step
Q(13) Xdy2 = recrystallisation fraction for actual step
laws/arbth.1560245086.txt.gz · Last modified: 2020/08/25 15:34 (external edit)