本文整理汇总了C++中dataPtr_Type::lambda方法的典型用法代码示例。如果您正苦于以下问题：C++ dataPtr_Type::lambda方法的具体用法？C++ dataPtr_Type::lambda怎么用？C++ dataPtr_Type::lambda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类dataPtr_Type的用法示例。
在下文中一共展示了dataPtr_Type::lambda方法的1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: assembleMatrix
void VenantKirchhoffMaterialLinear<Mesh>::computeLinearStiff(dataPtr_Type& dataMaterial,
const mapMarkerVolumesPtr_Type mapsMarkerVolumes)
{
// std::cout<<"compute LinearStiff Matrix start\n";
UInt totalDof = this->M_FESpace->dof().numTotalDof();
// Number of displacement components
UInt nc = nDimensions;
//Compute the linear part of the Stiffness Matrix.
//In the case of Linear Material it is the Stiffness Matrix.
//In the case of NonLinear Materials it must be added of the non linear part.
mapIterator_Type it;
for( it = (*mapsMarkerVolumes).begin(); it != (*mapsMarkerVolumes).end(); it++ )
{
//Given the marker pointed by the iterator, let's extract the material parameters
UInt marker = it->first;
Real mu = dataMaterial->mu(marker);
Real lambda = dataMaterial->lambda(marker);
//Given the parameters I loop over the volumes with that marker
for ( UInt j(0); j < it->second.size(); j++ )
{
this->M_FESpace->fe().updateFirstDerivQuadPt( *(it->second[j]) );
this->M_elmatK->zero();
//These methods are implemented in AssemblyElemental.cpp
//They have been kept in AssemblyElemental in order to avoid repetitions
stiff_strain( 2*mu, *this->M_elmatK, this->M_FESpace->fe() );// here in the previous version was 1. (instead of 2.)
stiff_div ( lambda, *this->M_elmatK, this->M_FESpace->fe() );// here in the previous version was 0.5 (instead of 1.)
//this->M_elmatK->showMe();
// assembling
for ( UInt ic = 0; ic < nc; ic++ )
{
for ( UInt jc = 0; jc < nc; jc++ )
{
assembleMatrix( *this->M_linearStiff,
*this->M_elmatK,
this->M_FESpace->fe(),
this->M_FESpace->fe(),
this->M_FESpace->dof(),
this->M_FESpace->dof(),
ic, jc,
this->M_offset +ic*totalDof, this->M_offset + jc*totalDof );
}
}
}
}
this->M_linearStiff->globalAssemble();
//Initialization of the pointer M_stiff to what is pointed by M_linearStiff
this->M_stiff = this->M_linearStiff;
// std::cout<<"compute LinearStiff Matrix end\n";
this->M_jacobian = this->M_linearStiff;
}