10.12   Stress_Model: Isotropic Hypo Plastic Model

 

HYPO_PLASTIC

 

 

            Material_name = HYPO_PLASTIC

                  Material_set_number = mset ,  etc...

 

 

            The incremental constitutive equations for the hypoplastic model are written as:

 

                            

 

            where

                             * = effective stress tensor

                             = deviatoric stress

                             = mean effective stress

 

            The hypoplastic incremental equations are written as:

 

                                                                   

 

            where

                         = strain

                               = shear strain

                               = volumetric deformation

 

            The bulk and shear moduli depend on the current mean effective stress p according to:

 

                                                 

 

            where p1 is a reference mean stress, and n the power exponent.

 

            The constitutive equations must be integrated between tk and tk+1.  Integration for the mean stress is straightforward and gives:

 

                             

 

                                             if

 

                                                                         if

 

            To integrate the deviatoric equation it is assumed that the shear strain tensor varies linearly between tk and tk+1.  Then:

 

                                   

 

            where  is the rate of increase of , assumed constant during the time interval from tk to tk+1.

 

                                   

 

            Integration of this equation gives:

 

                                   

 

            The equations are valid either for initial loading or for unloading-reloading.  The only difference is that for unloading-reloading the values of G1 and B1 are replaced by G1u and B1u, respectively.

 

            Initial loading and unloading-reloading states are identified by the following conditions:

 

                     Initial loading:                          ,             

 

                     Unloading:                    

 

                     Reloading:                                ,             

 

            Where pmax is the maximum mean effective stress reached during the loading history, up to time tk.

 

 

 

Note    Variable Name                       Type     Default   Description

 

Keywords Read Method

            Material_set_number            integer       [1]       Material set number  Numat

 

            Mass_density                          real        [0.0]     Mass density

 

            Shear_modulus                        real        [0.0]     Shear modulus G1

 

            Bulk_modulus                         real        [0.0]     Bulk modulus B1

 

            Unloading_shear_modulus     real        [0.0]     Unloading shear modulus G1u

 

            Unloading_bulk_modulus       real        [0.0]     Unloading bulk modulus B1u

 

            Ref_mean_stress                     real        [0.0]     Ref mean stress p1

 

            Power_exponent                     real        [0.0]     Power exponent n

 

 (1)       Initial_stress:

                 initial_stress_11                  real        [0.0]     Component 11 ()

                 initial_stress_22                  real        [0.0]     Component 22 ()

                 initial_stress_33                  real        [0.0]     Component 33 ()

                 initial_stress_12                  real        [0.0]     Component 12 ()

                 initial_stress_23                  real        [0.0]     Component 23 ()

                 initial_stress_31                  real        [0.0]     Component 31 ()

 

(2)        Solid_mass_density                real        [0.0]     Mass density (Solid Phase)

 

(2)        Fluid_mass_density                real        [0.0]     Mass density (Fluid Phase)

 

(2)        Fluid_bulk_modulus               real        [0.0]     Fluid bulk modulus

 

(2)        Porosity                                   real        [0.0]     Porosity

 

List Read Method

            Material data must follow in the form:

                 < m, G1 (m), B1 (m), G1u (m), B1u (m), p1 (m), n (m), (m), (m), (m), (m), Pf(m) >

                 < (Stres(i, m), i = 1, 6) >

                 < terminate with a blank record >.

 

 

Notes/

 (1)       Tensile stresses are positive.

 (2)       Only applicable to porous media models.

 


 

 

Notes . .