of.mat.element ============== .. raw:: html .. role:: red .. role:: blue **of.**\ :red:`mat.element` :blue:`*element_tag*` :blue:`*material_type*` :blue:`parameter_keyword1` :blue:`parameter_value1` ... | Assign the material parameters to the target element groups. The details of materials in OpenFDEM can be found in the table below. +-----------------+------------------+------------------------+-------+ | Material type | Constitutive | Parameter keywords | Units | | | keyword | | | +=================+==================+========================+=======+ | Hooken elastic | *ela*\ stic | *den*\ sity - density | m/s | | | | of the mat | | | | | | | +-----------------+------------------+------------------------+-------+ | | | v - Poisson's ratio | | +-----------------+------------------+------------------------+-------+ | | | E - young modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | K - bulk modulus (E-v | Pa | | | | or K-G you can choose | | | | | one) | | +-----------------+------------------+------------------------+-------+ | | | G - shear modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | *tab*\ le - time | | | | | dependent for all | | | | | kinds of modules, | | | | | including E, K, G, | | | | | lambda and also damp | | +-----------------+------------------+------------------------+-------+ | | | *dam*\ p - stiffness | | | | | damp ratio, 0.0 by | | | | | default | | +-----------------+------------------+------------------------+-------+ | | | The following | | | | | parameters for | | | | | phasefield: | | +-----------------+------------------+------------------------+-------+ | | | Gc - energy release | N·m | | | | rate | | +-----------------+------------------+------------------------+-------+ | | | lc - characteristic | m | | | | length | | +-----------------+------------------+------------------------+-------+ | | | nita - phase viscous | s | | | | factor | | +-----------------+------------------+------------------------+-------+ | Neo-hooken | neo | *den*\ sity - density | m/s³ | | | | of the mat | | | | | | | +-----------------+------------------+------------------------+-------+ | | | v- Poisson's ratio | | +-----------------+------------------+------------------------+-------+ | | | E - young modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | K - bulk modulus (E-v | Pa | | | | or K-G you can choose | | | | | one) | | +-----------------+------------------+------------------------+-------+ | | | G - shear modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | *tab*\ le - time | | | | | dependent for all | | | | | kinds of modules, | | | | | including E, K, G, | | | | | lambda and also damp | | +-----------------+------------------+------------------------+-------+ | | | *dam*\ p - stiffness | | | | | damp ratio, 0.0 by | | | | | default | | +-----------------+------------------+------------------------+-------+ | Excavation mat | *exc*\ avation | *den*\ sity - density | m/s³ | | | | of the mat | | | | | | | +-----------------+------------------+------------------------+-------+ | | | v - Poisson's ratio | | +-----------------+------------------+------------------------+-------+ | | | E - young modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | K - bulk modulus (E-v | Pa | | | | or K-G you can choose | | | | | one) | | +-----------------+------------------+------------------------+-------+ | | | G - shear modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | *tab*\ le - time | | | | | dependent for all | | | | | kinds of modules, | | | | | including E, K, G, | | | | | lambda and also damp | | +-----------------+------------------+------------------------+-------+ | | | *dam*\ p - stiffness | | | | | damp ratio, 0.0 by | | | | | default | | +-----------------+------------------+------------------------+-------+ | Rigid bodies | *Rig*\ id | *den*\ sity - density | m/s³ | | | | of the mat | | | | | | | +-----------------+------------------+------------------------+-------+ | Mohr-Coulomb | MC | *den*\ sity - density | m/s³ | | Plastic | | of the mat | | | | | | | +-----------------+------------------+------------------------+-------+ | | | v - Poisson's ratio | | +-----------------+------------------+------------------------+-------+ | | | E - young modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | K - bulk modulus (E-v | Pa | | | | or K-G you can choose | | | | | one) | | +-----------------+------------------+------------------------+-------+ | | | G - shear modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | *ten*\ sion - tension | Pa | | | | strength, cut-off | | | | | Mohor-Coulomb model | | +-----------------+------------------+------------------------+-------+ | | | *coh*\ esion - | Pa | | | | cohesive strength, c | | +-----------------+------------------+------------------------+-------+ | | | *dil*\ ation - | | | | | dilation angle, non | | | | | associated flow, equal | | | | | to friction by default | | +-----------------+------------------+------------------------+-------+ | | | *fri*\ ction - | | | | | friction angle | | +-----------------+------------------+------------------------+-------+ | | | *tab*\ le - time | | | | | dependent for all | | | | | kinds of modules, | | | | | including E, K, G, | | | | | lambda and also damp | | +-----------------+------------------+------------------------+-------+ | | | *dam*\ p - stiffness | | | | | damp ratio, 0.0 by | | | | | default | | +-----------------+------------------+------------------------+-------+ | Drucker-Prager | DP | *den*\ sity - density | m/s³ | | plastic | | of the mat | | | | | | | +-----------------+------------------+------------------------+-------+ | | | v - Poisson's ratio | | +-----------------+------------------+------------------------+-------+ | | | E - young modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | K - bulk modulus (E-v | Pa | | | | or K-G you can choose | | | | | one) | | +-----------------+------------------+------------------------+-------+ | | | G - shear modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | *ten*\ sion - tension | Pa | | | | strength, cut-off | | | | | Mohor-Coulomb model | | +-----------------+------------------+------------------------+-------+ | | | *ksh*\ ear - cohesive | Pa | | | | strength, c | | +-----------------+------------------+------------------------+-------+ | | | *qdi*\ lation - | | | | | dilation angle, non | | | | | associated flow, equal | | | | | to friction by default | | +-----------------+------------------+------------------------+-------+ | | | *qfri*\ ction - | | | | | friction angle | | +-----------------+------------------+------------------------+-------+ | | | *dam*\ p - stiffness | | | | | damp ratio, 0.0 by | | | | | default | | +-----------------+------------------+------------------------+-------+ | Transverse Mat | *Tra*\ nsverse | *den*\ sity - density | m/s³ | | | | of the mat | | | | | | | +-----------------+------------------+------------------------+-------+ | | | v_xy - Poisson's ratio | | | | | in x-y direction | | +-----------------+------------------+------------------------+-------+ | | | v_yx - Poisson's ratio | | | | | in y-x direction | | +-----------------+------------------+------------------------+-------+ | | | E_x - young modulus in | Pa | | | | x | | +-----------------+------------------+------------------------+-------+ | | | E_y - young modulus in | Pa | | | | y | | +-----------------+------------------+------------------------+-------+ | | | G - shear modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | *dam*\ p - stiffness | | | | | damp ratio, 0.0 by | | | | | default | | +-----------------+------------------+------------------------+-------+ | Explosive EOS | JWL | *den*\ sity - density | m/s³ | | | | of the explosive | | | | | | | +-----------------+------------------+------------------------+-------+ | | | *E0* - chemical energy | J | | | | of the explosive | | +-----------------+------------------+------------------------+-------+ | | | *detonation* - | m/s | | | | detonation of the | | | | | explosive | | +-----------------+------------------+------------------------+-------+ | | | *A* - parameter A | | +-----------------+------------------+------------------------+-------+ | | | *B* - parameter B | | +-----------------+------------------+------------------------+-------+ | | | *R1* - parameter R1 | | +-----------------+------------------+------------------------+-------+ | | | *R2* - parameter R2 | | +-----------------+------------------+------------------------+-------+ | | | *ome*\ ga - parameter | | | | | R1 | | +-----------------+------------------+------------------------+-------+ | | | *x* - firestarter | m | | | | position, x | | +-----------------+------------------+------------------------+-------+ | | | *y* - firestarter | m | | | | position, y | | +-----------------+------------------+------------------------+-------+ | | | *t0* - fire starting | s | | | | time | | +-----------------+------------------+------------------------+-------+ | Mazars concrete | *Maz*\ ars | *den*\ sity - density | m/s³ | | damage | | of the mat | | | | | | | +-----------------+------------------+------------------------+-------+ | | | v - Poisson's ratio | | +-----------------+------------------+------------------------+-------+ | | | E - young modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | At - tension parameter | | +-----------------+------------------+------------------------+-------+ | | | Ac - compression | | | | | parameter | | +-----------------+------------------+------------------------+-------+ | | | Bt - tension factor | | +-----------------+------------------+------------------------+-------+ | | | Bc - compression | | | | | factor | | +-----------------+------------------+------------------------+-------+ | | | *e0* - | | +-----------------+------------------+------------------------+-------+ | | | *dam*\ p - stiffness | | | | | damp ratio, 0.0 by | | | | | default | | +-----------------+------------------+------------------------+-------+ | Johns | JH2 | *den*\ sity - density | m/s³ | | on-Holmquist-II | | | | | | | | | +-----------------+------------------+------------------------+-------+ | | | v - Poisson's ratio | | +-----------------+------------------+------------------------+-------+ | | | E - young modulus | Pa | +-----------------+------------------+------------------------+-------+ | | | *A* - parameter A | | +-----------------+------------------+------------------------+-------+ | | | *B* - parameter B | | +-----------------+------------------+------------------------+-------+ | | | *C* - parameter C | | +-----------------+------------------+------------------------+-------+ | | | *M* - parameter M | | +-----------------+------------------+------------------------+-------+ | | | *N* - parameter N | | +-----------------+------------------+------------------------+-------+ | | | *D1* - parameter D1 | | +-----------------+------------------+------------------------+-------+ | | | *D2* - parameter D2 | | +-----------------+------------------+------------------------+-------+ | | | *T* - parameter T | | +-----------------+------------------+------------------------+-------+ | | | *HEL*- parameter HEL | | +-----------------+------------------+------------------------+-------+ | | | *PHEL*- parameter PHEL | | +-----------------+------------------+------------------------+-------+ | | | *SHEL*- parameter SHEL | | +-----------------+------------------+------------------------+-------+ | | | *K1*- parameter K1 | | +-----------------+------------------+------------------------+-------+ | | | *K2*- parameter K2 | | +-----------------+------------------+------------------------+-------+ | | | *K3*- parameter K3 | | +-----------------+------------------+------------------------+-------+ | | | *dam*\ p - stiffness | | | | | damp ratio, 0.0 by | | | | | default | | +-----------------+------------------+------------------------+-------+ | Burger creep | *Bur*\ gers | To be added in the | | | | | tutorial, if you want | | | | | to use this model, | | | | | contact the developer | | +-----------------+------------------+------------------------+-------+ | Power creep law | *Pow*\ er | To be added in the | | | | | tutorial, if you want | | | | | to use this model, | | | | | contact the developer | | +-----------------+------------------+------------------------+-------+ | Johns | JH2 | To be added in the | | | on-Holmquist-II | | tutorial, if you want | | | | | to use this model, | | | | | contact the developer | | +-----------------+------------------+------------------------+-------+ | Yang blast | *Yan*\ g | To be added in the | | | model | | tutorial, if you want | | | | | to use this model, | | | | | contact the developer | | +-----------------+------------------+------------------------+-------+ | Example: -------------------------------------------------------------------- .. code-block:: of.mat.element 'default' elastic den 2700 E 30e9 v 0.3 damp 2.0