MATVP

Bulk Data Entry Defines material properties for nonlinear creep materials.

Format

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
MATVP MID CTYPE A n m        

Example

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
MATVP 2 STRAIN 3.28e-11 3.15 -0.2        

Definitions

Field Contents SI Unit Example
MID Unique material identification number.

No default (Integer > 0)

 
CTYPE Specifies the creep material model type.
STRAIN (Default)
Strain hardening form
TIMEC
Time hardening form using creep time
TIMET
Time hardening form using total time
 
A Material parameter.

Default = blank (Real > 0.0)

 
n Material parameter.

Default = blank (Real > 0.0)

 
m Material parameter.

Default = blank (-1.0 ≤ Real ≤ 0.0)

 

Comments

  1. CHEXA, CTETRA, CPENTA, CPYRA elements are supported.
  2. Specifying a MAT1 and a MATVP with the same MID allows modeling creep material. Specifying a MAT1, a MATS1 and a MATVP with the same MID can model a creep material with plasticity.
  3. You can choose explicit or implicit time integration for creep materials by using the TINT field of the VISCO card.
  4. The STRAIN hardening formulation is:(1)
    ε ¯ ˙ c = A 1 m + 1 σ ¯ n m + 1 ( ( m + 1 ) ε ¯ c ) m m + 1 MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGafqyTduMbae HbaiaadaahaaWcbeqaaiaadogaaaGccqGH9aqpcaWGbbWaaWbaaSqa beaadaWcaaqaaiaaigdaaeaacaWGTbGaey4kaSIaaGymaaaaaaGccu aHdpWCgaqeamaaCaaaleqabaWaaSaaaeaacaWGUbaabaGaamyBaiab gUcaRiaaigdaaaaaaOWaaeWaaeaadaqadaqaaiaad2gacqGHRaWkca aIXaaacaGLOaGaayzkaaGafqyTduMbaebadaahaaWcbeqaaiaadoga aaaakiaawIcacaGLPaaadaahaaWcbeqaamaalaaabaGaamyBaaqaai aad2gacqGHRaWkcaaIXaaaaaaaaaa@501B@
    The TIME hardening formulation is:(2)
    ε ¯ ˙ c = A σ ¯ n t m MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGafqyTduMbae HbaiaadaahaaWcbeqaaiaadogaaaGccqGH9aqpcaWGbbGafq4WdmNb aebadaahaaWcbeqaaiaad6gaaaGccaWG0bWaaWbaaSqabeaacaWGTb aaaaaa@3FC6@
    Where,
    ε ¯ ˙ c = 2 3 ε ˙ c : ε ˙ c MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGafqyTduMbae HbaiaadaahaaWcbeqaaiaadogaaaGccqGH9aqpdaGcaaqaamaalaaa baGaaGOmaaqaaiaaiodaaaGafqyTduMbaiaadaahaaWcbeqaaiaado gaaaGccaGG6aGafqyTduMbaiaadaahaaWcbeqaaiaadogaaaaabeaa aaa@41CE@
    Equivalent creep strain rate
    σ ¯ MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGafq4WdmNbae baaaa@37D2@
    Equivalent deviatoric stress
    t MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamiDaaaa@36F0@
    Total time
  5. The units for A MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOraaaa@36C2@ is F n L 2 n T ( m + 1 ) MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOramaaCa aaleqabaGaeyOeI0IaamOBaaaakiaadYeadaahaaWcbeqaaiaaikda caWGUbaaaOGaamivamaaCaaaleqabaGaeyOeI0Iaaiikaiaad2gacq GHRaWkcaaIXaGaaiykaaaaaaa@416B@ .
    Where,
    F MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOraaaa@36C2@
    Force
    L MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOraaaa@36C2@
    Length
    T MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOraaaa@36C2@
    Time

    You might consider switching to another set of units if the value of A MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOraaaa@36C2@ is too small.

  6. A VISCO Subcase Entry is mandatory to conduct creep material analysis in a particular subcase.
  7. MATVE is supported for small displacement and large displacement nonlinear analysis.