*MAT_156 (MUSCLE)

LS-DYNA Input Interface KeywordDefines a muscle model for safety applications. Used only with truss elements.

Format

(1) (2) (3) (4) (5) (6) (7) (8)
*MAT_156 or *MAT_MUSCLE
mat_ID ρ i   SR_MAX STS_MAX STR CER DAMP
FUNCT_1   FUNCT_2 FUNCT_3 FUNCT_4      

Definition

Field Contents SI Unit Example
mat_ID Material identifier.

(Integer)

ρ i Initial density .

(Real)

[ kg m 3 ]
SR_MAX Maximum strain rate.

(Real)

[ 1 s ]
STS_MAX Maximum stress.

[ Pa ]
STR Strain at maximum stress.

(Real)

 
CER Strain scale factor in analytical exponential formula for FUNCT_4 = 0.

(Real)

 
DAMP Damping coefficient.

(Real)

[ Pas ]
FUNCT_1 Activation stress factor versus time.
< 0
Curve identifier of activation level versus time.
> 0
Constant value used as activation level.

(Real)

 
FUNCT_2 Active stress factor as function of strain.
< 0
Curve identifier.
> 0
Constant value of 1.0 is used.

(Real)

 
FUNCT_3 Active stress factor as function of strain rate.
< 0
Curve identifier.
> 0
Constant value of 1.0 is used.

(Integer)

FUNCT_4 Stress factor as function of strain for parallel elastic element.
< 0
Curve identifier.
= 0
Analytical equation is used. 4
> 0
Constant value of 1.0 is used.

(Integer)

 

Comments

  1. This keyword maps to /PROP/TYPE46 (SPR_MUSCLE).
  2. This keyword is used only with truss elements. Truss area input is mandatory.
  3. Total stress in the element is computed as:(1)
    σ = σ 1 + σ 2 + σ 3 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaey ypa0Jaeq4Wdm3aaSbaaSqaaiaaigdaaeqaaOGaey4kaSIaeq4Wdm3a aSbaaSqaaiaaikdaaeqaaOGaey4kaSIaeq4Wdm3aaSbaaSqaaiaaio daaeqaaaaa@4295@
    Where,
    σ 1 = S T S _ M A X F U N C T _ 1 ( t ) F U N C T _ 2 ( Δ l ) F U N C T _ 3 ( ε ¯ ˙ ) MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4Wdm3aaS baaSqaaiaaigdaaeqaaOGaeyypa0deaaaaaaaaa8qacaWGtbGaamiv aiaadofacaGGFbGaamytaiaadgeacaWGybGaeyyXICTaamOraiaadw facaWGobGaam4qaiaadsfacaGGFbGaaGymaiaacIcacaWG0bGaaiyk aiabgwSixlaadAeacaWGvbGaamOtaiaadoeacaWGubGaai4xaiaaik dacaGGOaGaeuiLdqKaamiBaiaacMcacqGHflY1caWGgbGaamyvaiaa d6eacaWGdbGaamivaiaac+facaaIZaGaaiikaiqbew7aLzaaryaaca Gaaiykaaaa@60D6@
    Contractile stress
    σ 2 = S T S _ M A X F U N C T _ 4 ( Δ l ) MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4Wdm3aaS baaSqaaiaaikdaaeqaaOGaeyypa0deaaaaaaaaa8qacaWGtbGaamiv aiaadofacaGGFbGaamytaiaadgeacaWGybGaeyyXICTaamOraiaadw facaWGobGaam4qaiaadsfacaGGFbGaaGinaiaacIcacqqHuoarcaWG SbGaaiykaaaa@4B64@
    Passive stress
    σ 3 = D M P Δ l ε ˙ MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4Wdm3aaS baaSqaaiaaiodaaeqaaOGaeyypa0Jaamiraiaad2eacaWGqbGaeyyX ICTaeuiLdqKaamiBaiabgwSixlqbew7aLzaacaaaaa@44BA@
    Damping stress

    With Δ l = l c u r r e n t l o r i g i n MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeuiLdqKaam iBaiabg2da9maalaaabaGaamiBamaaBaaaleaacaWGJbGaamyDaiaa dkhacaWGYbGaamyzaiaad6gacaWG0baabeaaaOqaaiaadYgadaWgaa WcbaGaam4BaiaadkhacaWGPbGaam4zaiaadMgacaWGUbaabeaaaaaa aa@47F0@ , ε=Δl1 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeqyTduMaey ypa0JaeuiLdqKaamiBaiabgkHiTiaaigdaaaa@3C9F@ , ε ˙ = Δε Δt MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGafqyTduMbai aacqGH9aqpdaWcaaqaaiabfs5aejabew7aLbqaaiabfs5aejaadsha aaaaaa@3E25@ and ε ¯ ˙ = Δl ε ˙ SR_MAX MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qacuaH1oqzgaqegaGaaiabg2da9maalaaabaGaeuiLdqKaamiBaiab gwSixlqbew7aLzaacaaabaGaam4uaiaadkfacaGGFbGaamytaiaadg eacaWGybaaaaaa@4448@ .

  4. If FUNCT_4 = 0, the passive stress factor is defined with:
    If Δ l < 1 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeuiLdqKaam iBaiabgYda8iaaigdaaaa@3A09@
    FUNCT_4(Δl)=0 MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qacaWGgbGaamyvaiaad6eacaWGdbGaamivaiaac+facaaI0aGaaiik aiabfs5aejaadYgacaGGPaGaeyypa0JaaGimaaaa@413E@
    If Δ l 1 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeuiLdqKaam iBaiabgwMiZkaaigdaaaa@3ACB@ and CER0 MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4qaiaadw eacaWGsbGaeyiyIKRaaGimaaaa@3ADE@
    FUNCT_4(Δl)= 1 exp(CER)1 exp CERε STR 1 MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qacaWGgbGaamyvaiaad6eacaWGdbGaamivaiaac+facaaI0aGaaiik aiabfs5aejaadYgacaGGPaGaeyypa0ZaaSaaaeaacaaIXaaabaGaci yzaiaacIhacaGGWbGaaiikaiaadoeacaWGfbGaamOuaiaacMcacqGH sislcaaIXaaaamaadmaabaGaciyzaiaacIhacaGGWbWaaeWaaeaada WcaaqaaiaadoeacaWGfbGaamOuaiabgwSixlabew7aLbqaaiaadofa caWGubGaamOuaaaaaiaawIcacaGLPaaacqGHsislcaaIXaaacaGLBb Gaayzxaaaaaa@5A84@
    If Δl1 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeuiLdqKaam iBaiabgwMiZkaaigdaaaa@3ACB@ and CER=0 MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaam4qaiaadw eacaWGsbGaeyypa0JaaGimaaaa@3A1D@
    FUNCT_4(Δl)= ε STR MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qacaWGgbGaamyvaiaad6eacaWGdbGaamivaiaac+facaaI0aGaaiik aiabfs5aejaadYgacaGGPaGaeyypa0ZaaSaaaeaacqaH1oqzaeaaca WGtbGaamivaiaadkfaaaaaaa@44C3@
  5. The option “_TITLE” can be added to the end of this keyword. When “_TITLE” is included, an extra 80 characters long line is added after the keyword input line which allows an entity title to be defined.