Files
ResInsight/ApplicationCode/GeoMech/GeoMechDataModel/RigFemPartResultCalculatorNormalSE.cpp
Kristian Bendiksen b84e868564 Split fem part results collection 5785 (#5871)
* #5785 Extract RigFemClosestResultIndexCalculator class to separate file.

* #5785 Move method implementation of RigFemClosestResutIndexCalculator to cpp file.

Also improve const correctness.

* #5785 Extract method for calculating normal SE, ie. SE:11/22/33.

* #5785 Extract method for calculating shear SE, ie. SE:12/13/23.

* #5785 Create a list of result calculators.

* #5785 Extract method for calculating timelapse, normalized, and gamma results.

* #5785 Extract method for calculating normal ST, ie. ST:11/22/33.

* #5785 Extract method for calculating shear ST, ie. ST:12/13/23.

* #5785 Extract method for calculating surface angles and aligned stress.

* #5785 Extract method for calculating principal strain and stress.

* #5785 Extract method for calculating FOS, SFI and DSM for SE.

* #5785 Extract method for calculating NE.EV, NE.ED, ST.Q and ST.STM.

* #5785 Extract method for calculating compaction.

* #5785 Extract method for calculating stress gradients.

* #5785 Extract method for calculating SE.SEM.

* #5785 Extract method for calculating NE.

* #5785 Extract method for calculating formation indices.

* #5785 Extract method for calculating nodal graidents, bar conversions, and EnIpPorBar.

* #5785 Use std::unique_ptr to calculators.

* Use std::vector<unique_ptr>

Co-authored-by: Magne Sjaastad <magne.sjaastad@ceetronsolutions.com>
2020-05-09 08:57:07 +02:00

184 lines
8.1 KiB
C++

/////////////////////////////////////////////////////////////////////////////////
//
// Copyright (C) 2020- Equinor ASA
//
// ResInsight is free software: you can redistribute it and/or modify
// it under the terms of the GNU General Public License as published by
// the Free Software Foundation, either version 3 of the License, or
// (at your option) any later version.
//
// ResInsight is distributed in the hope that it will be useful, but WITHOUT ANY
// WARRANTY; without even the implied warranty of MERCHANTABILITY or
// FITNESS FOR A PARTICULAR PURPOSE.
//
// See the GNU General Public License at <http://www.gnu.org/licenses/gpl.html>
// for more details.
//
/////////////////////////////////////////////////////////////////////////////////
#include "RigFemPartResultCalculatorNormalSE.h"
#include "RigFemPart.h"
#include "RigFemPartCollection.h"
#include "RigFemPartResultsCollection.h"
#include "RigFemResultAddress.h"
#include "RigFemScalarResultFrames.h"
#include "cafProgressInfo.h"
#include <QString>
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
RigFemPartResultCalculatorNormalSE::RigFemPartResultCalculatorNormalSE( RigFemPartResultsCollection& collection )
: RigFemPartResultCalculator( collection )
{
}
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
RigFemPartResultCalculatorNormalSE::~RigFemPartResultCalculatorNormalSE()
{
}
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
bool RigFemPartResultCalculatorNormalSE::isMatching( const RigFemResultAddress& resVarAddr ) const
{
return ( ( resVarAddr.fieldName == "SE" ) && ( resVarAddr.componentName == "S11" || resVarAddr.componentName == "S22" ||
resVarAddr.componentName == "S33" ) );
}
//--------------------------------------------------------------------------------------------------
///
//--------------------------------------------------------------------------------------------------
RigFemScalarResultFrames* RigFemPartResultCalculatorNormalSE::calculate( int partIndex,
const RigFemResultAddress& resVarAddr )
{
caf::ProgressInfo frameCountProgress( m_resultCollection->frameCount() * 3, "" );
frameCountProgress.setProgressDescription(
"Calculating " + QString::fromStdString( resVarAddr.fieldName + ": " + resVarAddr.componentName ) );
frameCountProgress.setNextProgressIncrement( m_resultCollection->frameCount() );
RigFemScalarResultFrames* srcDataFrames =
m_resultCollection->findOrLoadScalarResult( partIndex,
RigFemResultAddress( resVarAddr.resultPosType,
"S-Bar",
resVarAddr.componentName ) );
frameCountProgress.incrementProgress();
frameCountProgress.setNextProgressIncrement( m_resultCollection->frameCount() );
RigFemScalarResultFrames* srcPORDataFrames =
m_resultCollection->findOrLoadScalarResult( partIndex, RigFemResultAddress( RIG_NODAL, "POR-Bar", "" ) );
RigFemScalarResultFrames* dstDataFrames = m_resultCollection->createScalarResult( partIndex, resVarAddr );
frameCountProgress.incrementProgress();
// Biot porelastic coeffisient (alpha)
RigFemScalarResultFrames* biotCoefficient = nullptr;
if ( !m_resultCollection->biotResultAddress().isEmpty() )
{
biotCoefficient =
m_resultCollection
->findOrLoadScalarResult( partIndex,
RigFemResultAddress( RIG_ELEMENT,
m_resultCollection->biotResultAddress().toStdString(),
"" ) );
}
const RigFemPart* femPart = m_resultCollection->parts()->part( partIndex );
float inf = std::numeric_limits<float>::infinity();
int frameCount = srcDataFrames->frameCount();
for ( int fIdx = 0; fIdx < frameCount; ++fIdx )
{
const std::vector<float>& srcSFrameData = srcDataFrames->frameData( fIdx );
std::vector<float>& dstFrameData = dstDataFrames->frameData( fIdx );
size_t valCount = srcSFrameData.size();
dstFrameData.resize( valCount );
const std::vector<float>& initialPORFrameData = srcPORDataFrames->frameData( 0 );
int elementCount = femPart->elementCount();
std::vector<float> biotData;
if ( biotCoefficient )
{
biotData = biotCoefficient->frameData( fIdx );
if ( !m_resultCollection->isValidBiotData( biotData, elementCount ) )
{
m_resultCollection->deleteResult( resVarAddr );
return nullptr;
}
}
#pragma omp parallel for
for ( int elmIdx = 0; elmIdx < elementCount; ++elmIdx )
{
RigElementType elmType = femPart->elementType( elmIdx );
int elmNodeCount = RigFemTypes::elmentNodeCount( femPart->elementType( elmIdx ) );
if ( elmType == HEX8P )
{
for ( int elmNodIdx = 0; elmNodIdx < elmNodeCount; ++elmNodIdx )
{
size_t elmNodResIdx = femPart->elementNodeResultIdx( elmIdx, elmNodIdx );
if ( elmNodResIdx < srcSFrameData.size() )
{
double SE_abacus = -srcSFrameData[elmNodResIdx];
if ( fIdx == 0 )
{
// Geostatic step: biot coefficient == 1.0
dstFrameData[elmNodResIdx] = SE_abacus;
}
else
{
// Use biot coefficient for all other (not Geostatic) timesteps
double biotCoefficient = 1.0;
if ( biotData.empty() )
{
biotCoefficient = m_resultCollection->biotFixedFactor();
}
else
{
// Use coefficient from element property table
biotCoefficient = biotData[elmIdx];
}
// SE = St - alpha * porePressure - (1 - alpha) * initialPorePressure
// ST = SE_abaqus + alpha * porePressure
// Can be simplified:
// SE = SE_abaqus - (1-alpha) * initialPorePressure
// SE_abaqus is called S-Bar
int nodeIdx = femPart->nodeIdxFromElementNodeResultIdx( elmNodResIdx );
double initialPorePressure = initialPORFrameData[nodeIdx];
if ( initialPorePressure == inf ) initialPorePressure = 0.0f;
dstFrameData[elmNodResIdx] = SE_abacus - ( 1.0 - biotCoefficient ) * initialPorePressure;
}
}
}
}
else
{
for ( int elmNodIdx = 0; elmNodIdx < elmNodeCount; ++elmNodIdx )
{
size_t elmNodResIdx = femPart->elementNodeResultIdx( elmIdx, elmNodIdx );
if ( elmNodResIdx < dstFrameData.size() )
{
dstFrameData[elmNodResIdx] = inf;
}
}
}
}
frameCountProgress.incrementProgress();
}
return dstDataFrames;
}