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C++ TransportMaterialStatus::letTempStateVectorBe方法代码示例

本文整理汇总了C++中TransportMaterialStatus::letTempStateVectorBe方法的典型用法代码示例。如果您正苦于以下问题:C++ TransportMaterialStatus::letTempStateVectorBe方法的具体用法?C++ TransportMaterialStatus::letTempStateVectorBe怎么用?C++ TransportMaterialStatus::letTempStateVectorBe使用的例子?那么恭喜您, 这里精选的方法代码示例或许可以为您提供帮助。您也可以进一步了解该方法所在TransportMaterialStatus的用法示例。


在下文中一共展示了TransportMaterialStatus::letTempStateVectorBe方法的3个代码示例,这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞,您的评价将有助于系统推荐出更棒的C++代码示例。

示例1: updateInternalState

void
TransportMaterial :: updateInternalState(const FloatArray &stateVec, GaussPoint *gp, TimeStep *)
{
    TransportMaterialStatus *ms = static_cast< TransportMaterialStatus * >( this->giveStatus(gp) );
    if ( ms ) {
        ms->letTempStateVectorBe(stateVec);
    }
}
开发者ID:rreissnerr,项目名称:oofem,代码行数:8,代码来源:transportmaterial.C

示例2: updateInternalState

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);
            }
        }
    }
}
开发者ID:aishugang,项目名称:oofem,代码行数:50,代码来源:hydratinghemomat.C

示例3: updateInternalState

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);
            }
        }
    }
}
开发者ID:erisve,项目名称:oofem,代码行数:39,代码来源:hydratingisoheatmat.C


注:本文中的TransportMaterialStatus::letTempStateVectorBe方法示例由纯净天空整理自Github/MSDocs等开源代码及文档管理平台,相关代码片段筛选自各路编程大神贡献的开源项目,源码版权归原作者所有,传播和使用请参考对应项目的License;未经允许,请勿转载。