示例#1
0
double
HydratingIsoHeatMaterial :: giveCharacteristicValue(MatResponseMode rmode, GaussPoint *gp, TimeStep *tStep)
{
    double answer = 0;
    FloatArray vec;

    if ( rmode == Capacity ) {
        if ( castAt && ( tStep->giveTargetTime() < castAt ) ) {
            answer = this->give('c', gp, tStep) * this->give('d', gp, tStep) / 1000;                            // Zero capacity before cast
        } else {
            answer = this->give('c', gp, tStep) * this->give('d', gp, tStep);
        }
    } else if ( !hydrationLHS ) {
        answer = 0;
    } else if ( hydrationModel ) { //!!! better via HydrationModelInterface
        vec = static_cast< TransportMaterialStatus * >( giveStatus(gp) )->giveTempField();
        if ( vec.giveSize() < 2 ) {
            vec.resize(2);
            vec.at(2) = 1.; // saturated if undefined
        }

        answer = hydrationModel->giveCharacteristicValue(vec, rmode, gp, tStep)
        / tStep->giveTimeIncrement();
    } else {
        OOFEM_ERROR("unknown MatResponseMode (%s)", __MatResponseModeToString(rmode) );
    }

    return answer;
}
示例#2
0
double
HydratingHeMoMaterial :: giveCharacteristicValue(MatResponseMode rmode, GaussPoint *gp, TimeStep *tStep)
{
    double answer = 0;

    if ( ( rmode >= Capacity_ww ) && ( rmode <= Capacity_wh ) ) { // standard HeMoTK values
        answer = HeMoTKMaterial :: giveCharacteristicValue(rmode, gp, tStep);
        if ( castAt && ( tStep->giveTargetTime() < castAt ) ) {
            answer *= PRECAST_CAPACITY_COEFF;                                  // ~Zero capacity before cast
        }
    } else if ( ( rmode >= IntSource_ww ) && ( rmode <= IntSource_wh ) ) {         // Internal source values
        if ( !hydrationLHS ) {
            answer = 0;
        } else if ( hydrationModel ) {  //!!! better via HydrationModelInterface
            FloatArray vec = static_cast< TransportMaterialStatus * >( giveStatus(gp) )->giveTempField();

            if ( vec.giveSize() < 2 ) {
                vec.resize(2);
                vec.at(2) = 1.0; // saturated if undefined
            } else {
                vec.at(2) = inverse_sorption_isotherm( vec.at(2) ); // compute relative humidity
            }

            answer = hydrationModel->giveCharacteristicValue(vec, rmode, gp, tStep)
            / tStep->giveTimeIncrement();
            if ( ( rmode == IntSource_ww ) || ( rmode == IntSource_hw ) ) {
                answer *= give_dphi_dw( vec.at(2) );
            }
        }
    } else {
        OOFEM_ERROR("unknown MatResponseMode (%s)", __MatResponseModeToString(rmode) );
    }

    return answer;
}
示例#3
0
double
HeMoTKMaterial :: giveHumidity(GaussPoint *gp, ValueModeType mode)
{
    FloatArray tempState = ( ( TransportMaterialStatus * ) giveStatus(gp) )->giveTempStateVector();
    if ( tempState.giveSize() < 2 ) {
        _error("giveHumidity: undefined moisture status!");
    }

    FloatArray state = ( ( TransportMaterialStatus * ) giveStatus(gp) )->giveStateVector();

    if ( mode == VM_Total ) {
        return inverse_sorption_isotherm( tempState.at(2) );
    } else if ( mode == VM_Incremental ) {
        return inverse_sorption_isotherm( tempState.at(2) ) - inverse_sorption_isotherm( state.at(2) );
    } else if ( mode == VM_Velocity ) { // VM_Previous
        return inverse_sorption_isotherm( state.at(2) );
    }

    return 1.;
}
示例#4
0
文件: hydram.C 项目: rainbowlqs/oofem
double
HydrationModel :: giveHydrationDegree(GaussPoint *gp, TimeStep *tStep, ValueModeType mode)
// returns the hydration degree in integration point gp
{
    HydrationModelStatus *status = static_cast< HydrationModelStatus * >( giveStatus(gp) );
    double ksi = status->giveTempHydrationDegree();
    if ( mode == VM_Incremental ) {
        ksi -= status->giveHydrationDegree();
    }

    return ksi;
}
示例#5
0
void
HydratingHeMoMaterial :: updateInternalState(const FloatArray &vec, GaussPoint *gp, TimeStep *tStep)
{
    TransportMaterialStatus *ms = static_cast< TransportMaterialStatus * >( this->giveStatus(gp) );
    FloatArray aux;
    if ( ms ) {
        ms->letTempStateVectorBe(vec);
        if ( hydration ) {
            /* OBSOLETE
             * FloatArray s = ms->giveStateVector ();
             * if (vec.isEmpty()) OOFEM_ERROR("empty new state vector");
             * aux.resize(2);
             * aux.at(1) = vec.at(1);
             * if (s.isEmpty()||(tStep->giveTime()<=0)) aux.at(2) = initialHydrationDegree; // apply initial conditions
             * else {
             *  aux.at(2) = s.at(2);
             *  if (!castAt || (tStep->giveTime()>=castAt)) aux.at(2) += hydrationModel->dksi (s.at(2), vec.at(1), tStep->giveTimeIncrement()); // compute hydration degree increment
             * }
             */
            // it is necessary to convert the passed state vector to relative humidity expected by the hydration model
            //!!! might be cleaner to choose wc / h in hydration model, but it must be defined which one is passed anyway; so relative humidity was chosen
            //!!! also, the humidity vector might be evaluated by a function (ensure 2 elements and set humidity)
            FloatArray vech = vec;
            if ( vech.giveSize() >= 2 ) {
                vech.at(2) = inverse_sorption_isotherm( vec.at(2) );           // compute relative humidity
            } else {
                vech.resize(2);
                vech.at(2) = 1.; // saturated if undefined
            }

            HydrationModelInterface :: updateInternalState(vech, gp, tStep);

            // additional file output !!!
            if ( teplotaOut && ( gp->giveNumber() == 1 ) && giveStatus(gp) ) {
                FILE *vyst = fopen("teplota.out", "a");
                computeInternalSourceVector(aux, gp, tStep, VM_Incremental);
                if ( aux.isEmpty() ) {
                    aux.resize(1);
                    aux.zero();
                }

                aux.times( 1. / give('d', gp) );
                fprintf( vyst, "Elem %.3d krok %.2d: t= %.0f, dt=%.0f, %ld. it, ksi= %.12f, T= %.8f, heat=%.8f\n", gp->giveElement()->giveNumber(), tStep->giveNumber(),
                        tStep->giveTargetTime(), tStep->giveTimeIncrement(), tStep->giveSolutionStateCounter(),
                        giveHydrationDegree(gp, tStep, VM_Total), vec.at(1), aux.at(1) * tStep->giveTimeIncrement() );
                fclose(vyst);
            }
        }
    }
}
示例#6
0
void
HydratingIsoHeatMaterial :: updateInternalState(const FloatArray &vec, GaussPoint *gp, TimeStep *tStep)
{
    TransportMaterialStatus *ms = static_cast< TransportMaterialStatus * >( this->giveStatus(gp) );
    FloatArray aux;
    if ( ms ) {
        ms->letTempStateVectorBe(vec);
        if ( hydration ) {
            /* OBSOLETE
             * FloatArray s = ms->giveStateVector ();
             * if (vec.isEmpty()) OOFEM_ERROR("empty new state vector");
             * aux.resize(2);
             * aux.at(1) = vec.at(1);
             * if (s.isEmpty()||(tStep->giveTime()<=0)) aux.at(2) = initialHydrationDegree; // apply initial conditions
             * else {
             *  aux.at(2) = s.at(2);
             *  if (!castAt || (tStep->giveTime()>=castAt)) aux.at(2) += hydrationModel->dksi (s.at(2), vec.at(1), tStep->giveTimeIncrement()); // compute hydration degree increment
             * }
             */
            HydrationModelInterface :: updateInternalState(vec, gp, tStep);

            // additional file output !!!
            if ( ( gp->giveNumber() == 1 ) && giveStatus(gp) ) {
                FILE *vyst = fopen("teplota.out", "a");
                computeInternalSourceVector(aux, gp, tStep, VM_Incremental);
                if ( aux.isEmpty() ) {
                    aux.resize(1);
                    aux.zero();
                }

                aux.times( 1. / give('d', gp, tStep) );
                fprintf( vyst, "Elem %.3d krok %.2d: t= %.0f, dt=%.0f, %ld. it, ksi= %.12f, T= %.8f, heat=%.8f\n", gp->giveElement()->giveNumber(), tStep->giveNumber(),
                        tStep->giveTargetTime(), tStep->giveTimeIncrement(), tStep->giveSolutionStateCounter(),
                        giveHydrationDegree(gp, tStep, VM_Total), vec.at(1), aux.at(1) * tStep->giveTimeIncrement() );
                fclose(vyst);
            }
        }
    }
}
示例#7
0
文件: hydram.C 项目: rainbowlqs/oofem
void
HydrationModel :: updateInternalState(const FloatArray &vec, GaussPoint *gp, TimeStep *tStep)
/*
 * Recalculates the hydration degree according to the given new state vector and time increment, using equilib status
 *  State vector is supposed to contain [1]->temperature, [2]->relative humidity!
 *  caller should ensure that this is called only when state vector is changed
 */
{
    double ksi, dksi, T = 0., h = 1.;
    // get hydration model status associated with integration point
    HydrationModelStatus *status = static_cast< HydrationModelStatus * >( giveStatus(gp) );

    if ( vec.giveSize() ) {
        T = vec(0);
        if ( vec.giveSize() > 1 ) {
            h = vec(1);
        } else {
            h = 1; // assume saturated if undefined
        }
    } else {
        OOFEM_ERROR("undefined state vector.");
    }

    ksi = status->giveHydrationDegree();
    if ( !ksi && initialHydrationDegree ) {
        ksi = initialHydrationDegree;
        status->setHydrationDegree(ksi);
    }

    // !!! timeScale
    if ( tStep->giveTimeIncrement() > 0. ) {
        dksi = computeHydrationDegreeIncrement(ksi, T, h, tStep->giveTimeIncrement() * timeScale);
    } else {
        dksi = 0.;
    }

    status->setTempHydrationDegree(ksi + dksi);
}