KOKO\Mimi
84 lines
1.8 KiB
C++
84 lines
1.8 KiB
C++
#pragma once
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#include "fesa/model/model_types.h"
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#include <array>
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#include <cstddef>
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#include <string>
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#include <vector>
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namespace fesa {
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struct StepFrameIdentity {
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std::string stepName;
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std::size_t frameIndex;
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};
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struct EndpointResultRow {
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EntityIndex element;
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int endpoint;
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SourceEntityId node;
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std::array<double, 6> endAction;
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std::array<double, 4> sectionResultant;
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};
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struct GaussResultRow {
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EntityIndex element;
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int gaussPoint;
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std::array<double, 4> generalizedStrain;
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std::array<double, 4> generalizedResultant;
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};
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struct StressS11Row {
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EntityIndex element;
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int gaussPoint;
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std::size_t sectionPoint;
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double x1;
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double x2;
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double s11;
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std::string source;
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};
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enum class ShellMidsurfaceLocation {
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gp1,
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gp2,
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gp3,
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gp4
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};
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enum class ShellSectionPosition {
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bottom,
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middle,
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top
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};
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struct ShellSectionStressRow {
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ShellSectionPosition position;
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double zeta;
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std::array<double, 3> components;
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};
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struct ShellResultRow {
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EntityIndex element;
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ShellMidsurfaceLocation location;
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std::array<double, 2> naturalCoordinates;
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// Axis rows [e1,e2,e3], global-component columns.
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std::array<std::array<double, 3>, 3> localFrame;
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std::array<double, 8> generalizedStrain;
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std::array<double, 8> sectionResultant;
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// Fixed BOTTOM, MIDDLE, TOP order; components are [S11,S22,S12].
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std::array<ShellSectionStressRow, 3> stress;
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};
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struct ShellStateCandidate {
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std::vector<ShellResultRow> rows;
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double physicalStrainEnergy{0.0};
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// [FORCE_1,FORCE_2,FORCE_3,MOMENT_1,MOMENT_2,MOMENT_3].
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std::array<double, 6> equilibrium{};
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// [FREE_RESIDUAL_NORMALIZED,FORCE_BALANCE_NORMALIZED,
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// MOMENT_BALANCE_NORMALIZED].
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std::array<double, 3> verificationMetrics{};
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};
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} // namespace fesa
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