Hi Simon, 

i followed the tutorial step-27 about hp-fem, using the similar constructor 
with dim = 3
for (unsigned int deg=1; deg <= max_fe_degree; ++deg)
      {
        fe_collection.push_back(FE_Q<dim>(deg));
        quadrature_collection.push_back(QGauss<dim>(deg+1));
        face_quadrature_collection.push_back(QGauss<dim-1>(deg+1));
      }

I tried to look into the fe_collection.n_components(), it yields 1.
is that what you meant?

BR, 
Ihsan

On Wednesday, June 10, 2020 at 9:07:58 AM UTC+2, Simon Sticko wrote:
>
> Hi,
> from the error message you can see that the element you are using only has 
> 1 component. You get an error because you are trying to access component 1, 
> which doesn't exist. Since your element should have dim components, there 
> is likely something wrong with how you create your element. It should 
> probably be similar as in step-8.
>
> Best,
> Simon
>
>
> On Wednesday, June 10, 2020 at 8:29:03 AM UTC+2, A.Z Ihsan wrote:
>>
>> Hi all, 
>>
>> i am getting this error while calculating the local cell matrix for my hp 
>> fem application
>>
>> dealii::Tensor<1, spacedim> dealii::FEValuesBase<dim, 
>>>> spacedim>::shape_grad_component(unsigned int, unsigned int, unsigned int) 
>>>> const [with int dim = 3; int spacedim = 3]
>>>
>>> The violated condition was: 
>>>
>>>     component < fe->n_components()
>>>
>>> Additional information: 
>>>
>>>     Index 1 is not in the half-open range [0,1).
>>>
>>> Stacktrace:
>>>
>>> -----------
>>>
>>> #0  ../build/local: dealii::FEValuesBase<3, 
>>>> 3>::shape_grad_component(unsigned int, unsigned int, unsigned int) const
>>>
>>> #1  ../build/local: dealii::SymmetricTensor<2, 3, double> 
>>>> LinearElasticity::get_strain<3>(dealii::FEValues<3, 3> const&, unsigned 
>>>> int, unsigned int)
>>>
>>> #2  ../build/local: LinearElasticity::HPSolver<3, dealii::Vector<double> 
>>>> >::assemble_cell_matrix(dealii::TriaActiveIterator<dealii::DoFCellAccessor<dealii::hp::DoFHandler<3,
>>>> > 
>>>> 3>, false> > const&, dealii::FullMatrix<double>&, dealii::hp::FEValues<3, 
>>>> 3>&)
>>>
>>> #3  ../build/local: 
>>>> LinearElasticity::HPSerialSolver<3>::assemble_linear_system(LinearElasticity::HPSerialSolver<3>::LinearSystem&)
>>>
>>> #4  ../build/local: LinearElasticity::HPSerialSolver<3>::solve_problem()
>>>
>>>  
>>>
>>>
>> The idea is similar to the tutorial step-27, but here i use the symmetric 
>> tensor for returning strain. Can someone explain to me what the error is 
>> and how to resolve it? 
>>
>> BR, 
>> Ihsan
>>
>

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