김경종
78 lines
3.1 KiB
C++
78 lines
3.1 KiB
C++
#pragma once
|
|
|
|
#include "fesa/core/BoundaryCondition.hpp"
|
|
#include "fesa/core/ElementDefinition.hpp"
|
|
#include "fesa/core/LoadDefinition.hpp"
|
|
#include "fesa/core/MaterialDefinition.hpp"
|
|
#include "fesa/core/ModelTypes.hpp"
|
|
#include "fesa/core/Node.hpp"
|
|
#include "fesa/core/PropertyDefinition.hpp"
|
|
#include "fesa/core/StepDefinition.hpp"
|
|
|
|
#include <cstddef>
|
|
#include <string>
|
|
#include <unordered_map>
|
|
#include <vector>
|
|
|
|
namespace fesa::core {
|
|
|
|
class Domain {
|
|
public:
|
|
void addNode(Node node);
|
|
void addElement(ElementDefinition element);
|
|
void addMaterial(LinearElasticMaterialDefinition material);
|
|
void addShellProperty(ShellPropertyDefinition property);
|
|
void addNodeSet(std::string name, std::vector<NodeId> node_ids);
|
|
void addElementSet(std::string name, std::vector<ElementId> element_ids);
|
|
std::size_t addBoundaryCondition(BoundaryCondition condition);
|
|
std::size_t addNodalLoad(NodalLoadDefinition load);
|
|
void addStep(LinearStaticStepDefinition step);
|
|
|
|
const Node* findNode(NodeId id) const noexcept;
|
|
const Node& node(NodeId id) const;
|
|
std::size_t nodeCount() const noexcept;
|
|
|
|
const ElementDefinition* findElement(ElementId id) const noexcept;
|
|
const ElementDefinition& element(ElementId id) const;
|
|
std::size_t elementCount() const noexcept;
|
|
|
|
const LinearElasticMaterialDefinition* findMaterial(MaterialId id) const noexcept;
|
|
const LinearElasticMaterialDefinition& material(MaterialId id) const;
|
|
std::size_t materialCount() const noexcept;
|
|
|
|
const ShellPropertyDefinition* findShellProperty(PropertyId id) const noexcept;
|
|
const ShellPropertyDefinition& shellProperty(PropertyId id) const;
|
|
std::size_t shellPropertyCount() const noexcept;
|
|
|
|
const std::vector<NodeId>* findNodeSet(const std::string& name) const noexcept;
|
|
const std::vector<NodeId>& nodeSet(const std::string& name) const;
|
|
std::size_t nodeSetCount() const noexcept;
|
|
|
|
const std::vector<ElementId>* findElementSet(const std::string& name) const noexcept;
|
|
const std::vector<ElementId>& elementSet(const std::string& name) const;
|
|
std::size_t elementSetCount() const noexcept;
|
|
|
|
const BoundaryCondition& boundaryCondition(std::size_t index) const;
|
|
std::size_t boundaryConditionCount() const noexcept;
|
|
|
|
const NodalLoadDefinition& nodalLoad(std::size_t index) const;
|
|
std::size_t nodalLoadCount() const noexcept;
|
|
|
|
const LinearStaticStepDefinition* findStep(StepId id) const noexcept;
|
|
const LinearStaticStepDefinition& step(StepId id) const;
|
|
std::size_t stepCount() const noexcept;
|
|
|
|
private:
|
|
std::unordered_map<NodeId, Node> nodes_;
|
|
std::unordered_map<ElementId, ElementDefinition> elements_;
|
|
std::unordered_map<MaterialId, LinearElasticMaterialDefinition> materials_;
|
|
std::unordered_map<PropertyId, ShellPropertyDefinition> shell_properties_;
|
|
std::unordered_map<std::string, std::vector<NodeId>> node_sets_;
|
|
std::unordered_map<std::string, std::vector<ElementId>> element_sets_;
|
|
std::vector<BoundaryCondition> boundary_conditions_;
|
|
std::vector<NodalLoadDefinition> nodal_loads_;
|
|
std::unordered_map<StepId, LinearStaticStepDefinition> steps_;
|
|
};
|
|
|
|
} // namespace fesa::core
|