feat(result-contract-completion): step 1 — complete-result-contract
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@@ -2,23 +2,62 @@
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#include <array>
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#include <string>
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#include <string_view>
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#include <vector>
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#include <fesa/core/diagnostic.hpp>
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#include <fesa/core/status.hpp>
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#include <fesa/elements/beam/beam3d2.hpp>
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#include <fesa/model/entity_origin.hpp>
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#include <fesa/model/ids.hpp>
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namespace fesa {
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enum class FieldCoordinateSystem { global, element_local };
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struct NodalFrame final {
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inline static constexpr FieldCoordinateSystem coordinate_system =
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FieldCoordinateSystem::global;
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inline static constexpr std::array<std::string_view, 6>
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displacement_components{
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"Ux", "Uy", "Uz", "Rx", "Ry", "Rz"};
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inline static constexpr std::array<std::string_view, 6>
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reaction_components{
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"RFx", "RFy", "RFz", "RMx", "RMy", "RMz"};
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std::vector<NodeId> node_ids;
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std::vector<EntityOrigin> origins;
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std::vector<std::array<double, 6>> displacement;
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std::vector<std::array<double, 6>> reaction;
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};
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struct BeamElementFrame final {
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inline static constexpr FieldCoordinateSystem coordinate_system =
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FieldCoordinateSystem::element_local;
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inline static constexpr std::array<std::string_view, 6>
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section_strain_components{
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"epsilon", "gamma_y", "gamma_z", "kappa_x", "kappa_y",
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"kappa_z"};
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inline static constexpr std::array<std::string_view, 6>
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section_force_components{
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"N", "Vy", "Vz", "T", "My", "Mz"};
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inline static constexpr std::string_view axial_stress_component =
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"sigma_xx";
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ElementId element;
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EntityOrigin origin;
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BeamFrame local_frame;
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std::array<BeamSectionResult, 2> end_results;
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};
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struct ElementFrame final {
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std::vector<BeamElementFrame> beams;
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};
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struct ResultFrame final {
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double step_time;
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NodalFrame nodal;
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ElementFrame element;
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std::vector<Diagnostic> diagnostics;
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};
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