*MAT_240 (COHESIVE_MIXED_MODE_ELASTOPLASTIC_RATE)

LS-DYNA Input Interface KeywordThis keyword defines a perfectly plastic cohesive material with state dependency, normal and shear damage, and normal and shear failure.

Format

(1) (2) (3) (4) (5) (6) (7) (8)
*MAT_240 or *MAT_COHESIVE_MIXED_MODE_ELASTOPLASTIC_RATE
mat_ID ρ i     En Gs Thick
En_0 En_1 En_rate σ n_0 σ n_1 N_rate Form_n
Es_0 Es_1 Es_rate σ s_0 σ s_1 S_rate Form_s

Definition

Field Contents SI Unit Example
mat_ID Material identifier

(Integer)

ρ i Initial density

(Real)

[ kg m 3 ]
En Young’s modulus in the normal direction

(Real)

[ N m ]
Gs Shear modulus in the shear plane

(Real)

[ N m ]
Thick Reference cohesive thickness

(Real)

[ m ]
En_0 Energy for damage and failure in the normal direction
> 0
Energy value (no rate dependency)
< 0
Lower energy value

(Real)

[ J ]
En_1 Upper energy value for damage and failure in the normal direction (used only is En_0 < 0).

(Real)

[ J ]
En_rate Plastic strain rate factor for damage and failure in the normal direction (used only is En_0 < 0).

(Real)

σ n_0 Yield stress in normal direction
> 0
Yield value (no rate dependency)
< 0
Yield value for rate dependency

(Real)

[ Pa ]
σ n_1 Yield stress factor in the normal direction (used only is < 0).

(Real)

[ Pa ]
N_rate Plastic strain rate factor for yield stress in the normal direction (used only is < 0).

(Real)

Form_n Tri-linear shape formulation in the normal direction
> 0
Ratio of fracture energy
< 0
Ratio of fracture displacement

(Real)

Es_0 Energy for damage and failure in the shear plane
> 0
Energy value (no rate dependency)
< 0
Lower energy value

(Real)

[ J ]
Es_1 Upper energy value for damage and failure in shear plane (used only is Es_0 < 0).

(Real)

[ J ]
Es_rate Plastic strain rate factor for damage and failure in shear plane (used only is Es_0 < 0).

(Real)

σ s_0 Yield stress in the shear plane
> 0
Yield value (no rate dependency)
< 0
Yield value for rate dependency

(Real)

[ Pa ]
σ s_1 Yield stress factor in the shear plane (used only is < 0).

(Real)

[ Pa ]
S_rate Plastic strain rate factor for yield stress in the shear plane (used only is < 0).

(Real)

Form_s Tri-linear shape formulation in the shear plane
> 0
Ratio of fracture energy
< 0
Ratio of fracture displacement

(Real)

Comments

  1. This keyword maps to /MAT/LAW83, /PROP/TYPE43 (CONNECT), and /FAIL/SNCONNECT.
  2. Yield stress when rate dependency is defined with:
    • If σ n _ 1 MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaam OBaiaac+facaaIXaaaaa@3A4A@ > 0: σ n = σ n _ 0 + σ n _ 1 * max 0 , ln ε ˙ N _ r a t e 2 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaam OBaiabg2da9maaemaabaGaeq4WdmNaamOBaiaac+facaaIWaaacaGL hWUaayjcSdGaey4kaSYaaqWaaeaacqaHdpWCcaWGUbGaai4xaiaaig daaiaawEa7caGLiWoacaGGQaGaciyBaiaacggacaGG4bWaaeWaaeaa caaIWaGaaiilaiGacYgacaGGUbWaaeWaaeaadaWcaaqaaiqbew7aLz aacaaabaGaamOtaiaac+facaWGYbGaamyyaiaadshacaWGLbaaaaGa ayjkaiaawMcaaaGaayjkaiaawMcaamaaCaaaleqabaGaaGOmaaaaaa a@5B7D@
    • If σ n _ 1 MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaam OBaiaac+facaaIXaaaaa@3A4A@ < 0: σ n = σ n _ 0 + σ n _ 1 * max 0 , ln ε ˙ N _ r a t e MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaam OBaiabg2da9maaemaabaGaeq4WdmNaamOBaiaac+facaaIWaaacaGL hWUaayjcSdGaey4kaSYaaqWaaeaacqaHdpWCcaWGUbGaai4xaiaaig daaiaawEa7caGLiWoacaGGQaGaciyBaiaacggacaGG4bWaaeWaaeaa caaIWaGaaiilaiGacYgacaGGUbWaaeWaaeaadaWcaaqaaiqbew7aLz aacaaabaGaamOtaiaac+facaWGYbGaamyyaiaadshacaWGLbaaaaGa ayjkaiaawMcaaaGaayjkaiaawMcaaaaa@5A94@
    • If σ s _ 1 MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaam OBaiaac+facaaIXaaaaa@3A4A@ > 0: σ s = σ s _ 0 + σ s _ 1 * max 0 , ln ε ˙ S _ r a t e 2 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaam 4Caiabg2da9maaemaabaGaeq4WdmNaam4Caiaac+facaaIWaaacaGL hWUaayjcSdGaey4kaSYaaqWaaeaacqaHdpWCcaWGZbGaai4xaiaaig daaiaawEa7caGLiWoacaGGQaGaciyBaiaacggacaGG4bWaaeWaaeaa caaIWaGaaiilaiGacYgacaGGUbWaaeWaaeaadaWcaaqaaiqbew7aLz aacaaabaGaam4uaiaac+facaWGYbGaamyyaiaadshacaWGLbaaaaGa ayjkaiaawMcaaaGaayjkaiaawMcaamaaCaaaleqabaGaaGOmaaaaaa a@5B91@
    • If σ s _ 1 MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaam OBaiaac+facaaIXaaaaa@3A4A@ < 0: σ s = σ s _ 0 + σ s _ 1 * max 0 , ln ε ˙ S _ r a t e MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaeq4WdmNaam 4Caiabg2da9maaemaabaGaeq4WdmNaam4Caiaac+facaaIWaaacaGL hWUaayjcSdGaey4kaSYaaqWaaeaacqaHdpWCcaWGZbGaai4xaiaaig daaiaawEa7caGLiWoacaGGQaGaciyBaiaacggacaGG4bWaaeWaaeaa caaIWaGaaiilaiGacYgacaGGUbWaaeWaaeaadaWcaaqaaiqbew7aLz aacaaabaGaam4uaiaac+facaWGYbGaamyyaiaadshacaWGLbaaaaGa ayjkaiaawMcaaaGaayjkaiaawMcaaaaa@5AA8@
  3. Energy for damage and failure dependency is defined with:
    • En= En_0 + En_1En_0 *exp En_rate ε ˙ MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamyraiaad6 gacqGH9aqpdaabdaqaaiaadweacaWGUbGaai4xaiaaicdaaiaawEa7 caGLiWoacqGHRaWkdaqadaqaaiaadweacaWGUbGaai4xaiaaigdacq GHsislcaWGfbGaamOBaiaac+facaaIWaaacaGLOaGaayzkaaGaaiOk aiGacwgacaGG4bGaaiiCamaabmaabaWaaSaaaeaacqGHsislqaaaaa aaaaWdbiaadweacaWGUbGaai4xaiaadkhacaWGHbGaamiDaiaadwga a8aabaGafqyTduMbaiaaaaaacaGLOaGaayzkaaaaaa@578E@
    • Es= Es_0 + Es_1Es_0 *exp Es_rate ε ˙ MathType@MTEF@5@5@+= feaahqart1ev3aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamyraiaado hacqGH9aqpdaabdaqaaiaadweacaWGZbGaai4xaiaaicdaaiaawEa7 caGLiWoacqGHRaWkdaqadaqaaiaadweacaWGZbGaai4xaiaaigdacq GHsislcaWGfbGaam4Caiaac+facaaIWaaacaGLOaGaayzkaaGaaiOk aiGacwgacaGG4bGaaiiCamaabmaabaWaaSaaaeaacqGHsislqaaaaa aaaaWdbiaadweacaWGZbGaai4xaiaadkhacaWGHbGaamiDaiaadwga a8aabaGafqyTduMbaiaaaaaacaGLOaGaayzkaaaaaa@57A7@
  4. The tri-linear fracture model is defined with:


    Figure 1.
    • If Form > 0,
      • F o r m _ n = E p _ n E t _ n MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qadaabdaqaaiaadAeacaWGVbGaamOCaiaad2gacaGGFbGaamOBaaGa ay5bSlaawIa7aiabg2da9maalaaabaGaamyraiaadchacaGGFbGaam OBaaqaaiaadweacaWG0bGaai4xaiaad6gaaaaaaa@46F7@ with E t _ n MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcqaaaaaaaaaWdbe aacaWGfbGaamiDaiaac+facaWGUbaaaa@39AF@ = total energy, E P _ n MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcqaaaaaaaaaWdbe aacaWGfbGaamiDaiaac+facaWGUbaaaa@39AF@ = perfect plastic energy in normal direction
      • F o r m _ s = E p _ s E t _ s MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qadaabdaqaaiaadAeacaWGVbGaamOCaiaad2gacaGGFbGaam4CaaGa ay5bSlaawIa7aiabg2da9maalaaabaGaamyraiaadchacaGGFbGaam 4CaaqaaiaadweacaWG0bGaai4xaiaadohaaaaaaa@4706@ with E t _ s MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcqaaaaaaaaaWdbe aacaWGfbGaamiDaiaac+facaWGUbaaaa@39AF@ = total energy, E P _ s MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcqaaaaaaaaaWdbe aacaWGfbGaamiDaiaac+facaWGUbaaaa@39AF@ = perfect plastic energy in shear plane
    • If Form < 0,
      • F o r m _ n = δ n 2 δ n 1 δ n f δ n 1 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qadaabdaqaaiaadAeacaWGVbGaamOCaiaad2gacaGGFbGaamOBaaGa ay5bSlaawIa7aiabg2da9maalaaabaWaaeWaaeaacqaH0oazcaWGUb GaaGOmaiabgkHiTiabes7aKjaad6gacaaIXaaacaGLOaGaayzkaaaa baWaaeWaaeaacqaH0oazcaWGUbGaamOzaiabgkHiTiabes7aKjaad6 gacaaIXaaacaGLOaGaayzkaaaaaaaa@5232@ with δ n i MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qacqaH0oazcaWGUbGaamyAaaaa@3999@ = displacement in normal direction
      • F o r m _ s = δ s 2 δ s 1 δ s f δ s 1 MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qadaabdaqaaiaadAeacaWGVbGaamOCaiaad2gacaGGFbGaam4CaaGa ay5bSlaawIa7aiabg2da9maalaaabaWaaeWaaeaacqaH0oazcaWGZb GaaGOmaiabgkHiTiabes7aKjaadohacaaIXaaacaGLOaGaayzkaaaa baWaaeWaaeaacqaH0oazcaWGZbGaamOzaiabgkHiTiabes7aKjaado hacaaIXaaacaGLOaGaayzkaaaaaaaa@524B@ with δ n i MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaaeaaaaaaaaa8 qacqaH0oazcaWGUbGaamyAaaaa@3999@ = displacement in shear plane
  5. The option “_TITLE” can be added to the end of this keyword. When “_TITLE” is included, an extra 80 character long line is added after the keyword input line which allows an entity title to be defined.