/MAT/LAW104

Block Format Keyword An elasto-plastic constitutive law using the 6th order Drücker model with a mixed Voce and linear hardening. Johnson-Cook strain rate dependency and thermal softening effects due to self-heating can also be modeled. The law is available for isotropic shell and solid elements.

Format

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
/MAT/LAW104/mat_ID/unit_ID
mat_title
ρ i                
E v MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamODaaaa@36F1@ Ires      
σ yld 0 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qacqaHdpWCpaWaa0baaSqaa8qacaWG5bGaamiBaiaadsgaa8aabaWd biaaicdaaaaaaa@3BD7@ H QV BV CDR
CJC ε ˙ 0 Fcut    
μ Tref Tini    
η Cp ε ˙ iso MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GafqyTdu2dayaacaWaaSbaaSqaa8qacaWGPbGaam4Caiaad+gaa8aa beaaaaa@3AF0@ ε ˙ ad MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GafqyTdu2dayaacaWaaSbaaSqaa8qacaWGHbGaamizaaWdaeqaaaaa @39E5@  

Definition

Field Contents SI Unit Example
mat_ID Material identifier.

(Integer, maximum 10 digits)

unit_ID Optional unit identifier.

(Integer, maximum 10 digits)

mat_title Material title.

(Character, maximum 100 characters)

ρ i Initial density.

(Real)

[ kg m 3 ]
E Young‘s modulus.

(Real)

[ Pa ]
v MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamODaaaa@36F1@ Poisson’s ratio.

(Real)

Ires Resolution method for plasticity.
= 0
Set to 1.
= 1 (Default)
NICE (Next Increment Correct Error) explicit method.
= 2
Newton iterative implicit method.
= 3
NICE explicit method with an elastic update.

(Integer)

σ y l d 0 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qacqaHdpWCpaWaa0baaSqaa8qacaWG5bGaamiBaiaadsgaa8aabaWd biaaicdaaaaaaa@3BD7@ Initial yield stress.

(Real)

[ Pa ]
H Linear hardening module.

(Real)

[ Pa ]
QV Voce hardening coefficient.

(Real)

[ Pa ]
BV Voce hardening exponent.

(Real)

CDR Drucker coefficient.

(Real)

CJC Johnson-Cook strain rate coefficient.

(Real)

ε ˙ 0 Inviscid limit for the plastic strain rate.

(Real)

[ 1 s ]
Fcut Cutoff frequency for strain rate filtering.

Default = 1020 (Real)

[ 1 s ]
μ Temperature softening slope.

(Real)

[ 1 K ] MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeaaciGaaiaabeqaamaabaabaaGcbaWaamWaaeaada WcaaqaaiaaigdaaeaacaWGlbaaaaGaay5waiaaw2faaaaa@3981@
Tref Reference temperature.

(Real)

[ K ]
Tini Initial temperature.

(Real)

[ K ]
η Taylor-Quinney coefficient.

(Real)

Cp Specific heat.

(Real)

[ J kgK ] MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaamaadmaabaaeaa aaaaaaa8qadaWcaaWdaeaapeGaaeOsaaWdaeaapeGaae4AaiaabEga caqGlbaaaaWdaiaawUfacaGLDbaaaaa@3BCE@ .
ε ˙ i s o MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GafqyTdu2dayaacaWaaSbaaSqaa8qacaWGPbGaam4Caiaad+gaa8aa beaaaaa@3AF0@ Plastic strain rate at isothermic conditions.

(Real)

[ 1 s ]
ε ˙ a d MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GafqyTdu2dayaacaWaaSbaaSqaa8qacaWGHbGaamizaaWdaeqaaaaa @39E5@ Plastic strain rate at adiabatic conditions.

(Real)

[ 1 s ]

Comments

  1. The law uses 6th order Drücker equivalent stress definition: (1)
    σ e q = k   ( J 2 3 C D R   J 3 2 ) 1 6 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaeq4Wdm3damaaBaaaleaapeGaamyzaiaadghaa8aabeaak8qacqGH 9aqpcaWGRbGaaiiOamaabmaapaqaa8qacaWGkbWdamaaDaaaleaape GaaGOmaaWdaeaapeGaaG4maaaakiabgkHiTiaadoeapaWaaSbaaSqa a8qacaWGebGaamOuaaWdaeqaaOWdbiaacckacaWGkbWdamaaDaaale aapeGaaG4maaWdaeaapeGaaGOmaaaaaOGaayjkaiaawMcaa8aadaah aaWcbeqaa8qadaWccaWdaeaapeGaaGymaaWdaeaapeGaaGOnaaaaaa aaaa@4B63@

    Where J 2 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GaamOsa8aadaWgaaWcbaWdbiaaikdaa8aabeaaaaa@37F1@ , J 3 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GaamOsa8aadaWgaaWcbaWdbiaaikdaa8aabeaaaaa@37F1@ are respectively the second and third invariant of the deviatoric stress tensor k =   ( 1 27 C D R   4 27 2 ) 1 6 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaam4Aaiabg2da9iaacckadaqadaWdaeaapeWaaSaaa8aabaWdbiaa igdaa8aabaWdbiaaikdacaaI3aaaaiabgkHiTiaadoeapaWaaSbaaS qaa8qacaWGebGaamOuaaWdaeqaaOWdbiaacckadaWcaaWdaeaapeGa aGinaaWdaeaapeGaaGOmaiaaiEdapaWaaWbaaSqabeaapeGaaGOmaa aaaaaakiaawIcacaGLPaaapaWaaWbaaSqabeaapeGaeyOeI0YaaSGa a8aabaWdbiaaigdaa8aabaWdbiaaiAdaaaaaaaaa@48E0@ .

    The parameter is user-defined and allows to define several yield surfaces (Figure 1). To respect the convexity, its value must respect -27/8 ≤ CDR ≤ 2.25.


    Figure 1. Drücker yield surfaces
  2. The yield function is defined as:(2)
    ϕ =   σ e q 2 σ y l d 2 1 = 0 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaeqy1dyMaeyypa0JaaiiOamaalaaapaqaa8qacqaHdpWCpaWaa0ba aSqaa8qacaWGLbGaamyCaaWdaeaapeGaaGOmaaaaaOWdaeaapeGaeq 4Wdm3damaaDaaaleaapeGaamyEaiaadYgacaWGKbaapaqaa8qacaaI YaaaaaaakiabgkHiTiaaigdacqGH9aqpcaaIWaaaaa@4854@
    and (3)
    σ y l d = ( σ y l d 0 + H ε p + Q V ( 1 e B V   ε p ) ) ( 1   +   C J C   ln ( ε ˙ f ε ˙ 0 ) )   ( 1     (   T r e f ) ) MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaeq4Wdm3damaaBaaaleaapeGaamyEaiaadYgacaWGKbaapaqabaGc peGaeyypa0ZaaeWaa8aabaWdbiabeo8aZ9aadaqhaaWcbaWdbiaadM hacaWGSbGaamizaaWdaeaapeGaaGimaaaakiabgUcaRiaadIeacqaH 1oqzpaWaaSbaaSqaa8qacaWGWbaapaqabaGcpeGaey4kaSIaamyua8 aadaWgaaWcbaWdbiaadAfaa8aabeaak8qadaqadaWdaeaapeGaaGym aiabgkHiTiaadwgapaWaaWbaaSqabeaapeGaeyOeI0IaamOqa8aada WgaaadbaWdbiaadAfaa8aabeaal8qacaGGGcGaeqyTdu2damaaBaaa meaapeGaamiCaaWdaeqaaaaaaOWdbiaawIcacaGLPaaaaiaawIcaca GLPaaadaqadaWdaeaapeGaaGymaiaabckacqGHRaWkcaqGGcGaam4q a8aadaWgaaWcbaWdbiaadQeacaWGdbaapaqabaGcpeGaaiiOaiaabY gacaqGUbWaaeWaa8aabaWdbmaalaaapaqaa8qacuaH1oqzpaGbaiaa daWgaaWcbaWdbiaadAgaa8aabeaaaOqaa8qacuaH1oqzpaGbaiaada WgaaWcbaWdbiaaicdaa8aabeaaaaaak8qacaGLOaGaayzkaaaacaGL OaGaayzkaaGaaiiOamaabmaapaqaa8qacaaIXaGaaeiOaiabgkHiTi aabckadaqadaWdaeaapeGaaeivaiaabckacqGHsislcaqGGcGaamiv a8aadaWgaaWcbaWdbiaadkhacaWGLbGaamOzaaWdaeqaaaGcpeGaay jkaiaawMcaaaGaayjkaiaawMcaaaaa@7AC3@
    Where,
    σ y l d 0 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaeq4Wdm3damaaDaaaleaapeGaamyEaiaadYgacaWGKbaapaqaa8qa caaIWaaaaaaa@3BCC@
    Initial yield stress.
    H
    Linear hardening.
    Q V , B V MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaamyua8aadaWgaaWcbaWdbiaadAfaa8aabeaak8qacaGGSaGaamOq a8aadaWgaaWcbaWdbiaadAfaa8aabeaaaaa@3ADD@
    Voce hardening parameters.
    C J C MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaam4qa8aadaWgaaWcbaWdbiaadQeacaWGdbaapaqabaaaaa@38C5@
    Johnson-Cook strain rate coefficient.
    ε ˙ 0
    Inviscid limit plastic strain rate.
    μ
    Thermal softening slope.
    The evolution of this flow stress equation with plasticity.


    Figure 2. Flow stress evolution with plasticity
  3. If /HEAT/MAT is not used for this material, the temperature is calculated internally using the incremental formula:(4)
    d T =   ω ( ε ˙ p ) η   C p MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GaamizaiaadsfacqGH9aqpcaGGGcGaeqyYdC3aaeWaa8aabaWdbiqb ew7aL9aagaGaamaaBaaaleaapeGaamiCaaWdaeqaaaGcpeGaayjkai aawMcaamaalaaapaqaaiabeE7aObqaa8qacaGGGcGaam4qa8aadaWg aaWcbaWdbiaadchaa8aabeaaaaaaaa@459C@
    Where,
    d W p   MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GaamizaiaadEfapaWaaSbaaSqaa8qacaWGWbaapaqabaGcpeGaaiiO aaaa@3A5E@
    Plastic strain energy increment.
    η
    Taylor-Quinney coefficient that must respect 0 η   1 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GaaGimaiabgsMiJkabeE7aOjaacckacqGHKjYOcaaIXaaaaa@3DBB@ .
    ω ( ε ˙ p ) MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GaeqyYdC3aaeWaa8aabaWdbiqbew7aL9aagaGaamaaBaaaleaapeGa amiCaaWdaeqaaaGcpeGaayjkaiaawMcaaaaa@3C9A@
    Coefficient that defines the transition between isothermal and adiabatic conditions (Figure 3).
    (5)
    ω ( ε p ˙ ) =   ( ε ˙ p   ε ˙ i s o ) 2 ( 3 ε ˙ a d   2 ε ˙ p ε ˙ i s o ) ( ε ˙ a d   ε ˙ i s o ) 3 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape GaeqyYdC3aaeWaa8aabaWaaCbiaeaapeGaeqyTdu2damaaBaaaleaa peGaamiCaaWdaeqaaaqabeaapeGaaiy2caaaaOGaayjkaiaawMcaai abg2da9iaacckadaWcaaWdaeaapeWaaeWaa8aabaWdbiqbew7aL9aa gaGaamaaBaaaleaapeGaamiCaaWdaeqaaOWdbiabgkHiTiaacckacu aH1oqzpaGbaiaadaWgaaWcbaWdbiaadMgacaWGZbGaam4BaaWdaeqa aaGcpeGaayjkaiaawMcaa8aadaahaaWcbeqaa8qacaaIYaaaaOWaae Waa8aabaWdbiaaiodacuaH1oqzpaGbaiaadaWgaaWcbaWdbiaadgga caWGKbaapaqabaGcpeGaaiiOaiabgkHiTiaaikdacuaH1oqzpaGbai aadaWgaaWcbaWdbiaadchaa8aabeaak8qacqGHsislcuaH1oqzpaGb aiaadaWgaaWcbaWdbiaadMgacaWGZbGaam4BaaWdaeqaaaGcpeGaay jkaiaawMcaaaWdaeaapeWaaeWaa8aabaWdbiqbew7aL9aagaGaamaa BaaaleaapeGaamyyaiaadsgaa8aabeaak8qacqGHsislcaGGGcGafq yTdu2dayaacaWaaSbaaSqaa8qacaWGPbGaam4Caiaad+gaa8aabeaa aOWdbiaawIcacaGLPaaapaWaaWbaaSqabeaapeGaaG4maaaaaaaaaa@6D64@


    Figure 3. Evolution of the temperature weight with the plastic strain rate
  4. The plastic strain rate is filtered, as described in Filtering in the User Guide.