FESADev/phases/cpp-object-oriented-modular-refactoring/step12.md

Step 12: Material and Element Property Hierarchy

과거 개발 계획이다. 아래 작업·상태·예시는 현재 실행 지시가 아니다. 현재 구현과 검증 한계는 기능 요약을 따른다.

읽어야 할 파일

• /AGENTS.md
• ../../docs/solver-core/README.md
• ../../docs/solver-core/README.md
• ../../docs/solver-core/README.md
• ../../docs/solver-core/README.md
• ../../docs/cpp-object-oriented-modular-refactoring/README.md
• /include/fesa/model/model_types.h
• /include/fesa/model/domain.h, /src/fesa/model/domain.cpp
• /tests/unit/model/model_types_test.cpp, /tests/unit/model/domain_test.cpp
• /src/fesa/CMakeLists.txt, /tests/CMakeLists.txt
• /phases/cpp-object-oriented-modular-refactoring/index.json
• /phases/cpp-object-oriented-modular-refactoring/step12.md

작업

Requirement R-MODEL-001의 material/property type system만 구현한다. Domain polymorphic ownership migration은 Step 13에서 수행한다.

1. /tests/unit/materials/material_test.cpp와 /tests/unit/properties/element_property_test.cpp를 먼저 만든다.
2. C-MODEL-001 tests create each concrete through std::unique_ptr<Base>, verify virtual destruction, source/internal identity, concrete kind, exact current fields and invalid input rejection. Missing base headers cause RED compile failure.
3. Candidate interfaces:

enum class MaterialKind { kIsotropicLinearElastic };

class Material {
 public:
  virtual ~Material() = default;
  virtual MaterialKind Kind() const noexcept = 0;
  virtual const SourceEntityId& SourceId() const noexcept = 0;
};

class IsotropicLinearElasticMaterial final : public Material {
 public:
  double YoungsModulus() const noexcept;
  double PoissonsRatio() const noexcept;
};

enum class ElementPropertyKind { kGeneralBeamSection, kShellSection };

class ElementProperty {
 public:
  virtual ~ElementProperty() = default;
  virtual ElementPropertyKind Kind() const noexcept = 0;
  virtual const SourceEntityId& SourceId() const noexcept = 0;
};

4. Create these exact production files and register their .cpp sources in CMake:
   • /include/fesa/materials/material.h
   • /include/fesa/materials/isotropic_linear_elastic_material.h
   • /src/fesa/materials/isotropic_linear_elastic_material.cpp
   • /include/fesa/properties/element_property.h
   • /include/fesa/properties/general_beam_section.h
   • /include/fesa/properties/shell_section.h
   • /src/fesa/properties/general_beam_section.cpp
   • /src/fesa/properties/shell_section.cpp
5. Add concrete GeneralBeamSection and ShellSection classes preserving their current validated fields, units, source identity and optional frame meaning.
6. Move concrete record responsibility out of unrelated model_types.h only as required to avoid duplicate definitions; update current compile consumers minimally.
7. No base contains density, plastic state, anisotropic tensor, thickness, area or no-op virtual methods that are not common to every concrete.

Acceptance Criteria

과거 도구 실행·출력 지시는 정리했으며, 현재 검증 방법은 기능 요약을 따른다.

검증 및 상태 갱신

• RED missing interfaces, concrete validation, virtual ownership and full CTest를 summary에 기록한다.
• Any future-only field/interface or current property regression is an error.
• 성공 시 현재 Step만 completed로 갱신한다.
• timestamp, retry, commit, advancement는 Executor 소유다.

금지사항

• Density/plasticity/anisotropy APIs를 추가하지 마라. 이유: 승인된 현재 behavior가 아니다.
• Domain을 shared_ptr repository로 바꾸지 마라.
• ElementFactory 또는 numerical kernel을 수정하지 마라. 이유: Step 14 소유다.
• 직접 commit하거나 hook script를 수동 실행하지 마라.