--- type: source title: "Solid Element Notes" source_type: study-notes created: 2026-05-28 updated: 2026-05-28 address: c-000048 aliases: - SolidElement - "등매개 선형 솔리드 요소" tags: - source - finite-element-method - solid-elements - isoparametric-elements status: current confidence: high raw_path: ".raw/SolidElement/" source_files: markdown_files: 1 image_files: 65 related: - "[[Isoparametric Linear Solid Elements]]" - "[[Solid Element Shape Functions]]" - "[[Solid Element Strain-Displacement Matrix]]" - "[[Solid Element Stiffness Integration]]" - "[[Incompatible Mode Solid Elements]]" - "[[Isoparametric Finite Elements]]" --- # Solid Element Notes ## Summary These local notes derive linear isoparametric solid elements for three-dimensional continuum modeling. They cover nodal displacement interpolation, common first-order solid element topologies, natural-coordinate shape functions, the strain-displacement matrix, Hooke-law material stiffness, Gaussian integration for element stiffness, and incompatible modes for locking relief. The local source is a converted Markdown/image extraction: one Markdown file and 65 extracted images under `.raw/SolidElement/`. ## Coverage Map | Section | Topic | |---|---| | 1 | [[Isoparametric Linear Solid Elements]] and practical modeling notes | | 2.1 | Position and displacement interpolation with shape functions | | 2.1 | [[Solid Element Shape Functions]] for 4-node tetrahedron, 5-node pyramid, 6-node wedge, and 8-node hexahedron | | 2.2 | [[Solid Element Strain-Displacement Matrix]] and Jacobian derivative mapping | | 2.3 | Three-dimensional Hooke-law stress-strain matrix | | 2.4 | [[Solid Element Stiffness Integration]] using `B^T D B` and element-specific Gauss points | | 2.5 | [[Incompatible Mode Solid Elements]] and static condensation of internal mode degrees of freedom | ## Key Takeaways - Linear solid elements model three-dimensional volume response with three translational degrees of freedom per node and no rotational degrees of freedom. - The same shape functions interpolate both geometry and displacement, making the notes a direct extension of [[Isoparametric Finite Elements]] into 3D continuum elements. - The Jacobian maps derivatives from natural coordinates to physical coordinates, allowing the `B` matrix to be assembled in global coordinates. - The element stiffness follows the standard displacement-based form `K = integral B^T D B dV`, evaluated in natural coordinates with the Jacobian determinant. - Incompatible modes add internal displacement modes to selected wedge and hexahedral elements, then eliminate those extra degrees of freedom by static condensation. ## Concepts Introduced - [[Isoparametric Linear Solid Elements]] - [[Solid Element Shape Functions]] - [[Solid Element Strain-Displacement Matrix]] - [[Solid Element Stiffness Integration]] - [[Incompatible Mode Solid Elements]] ## Source Notes - Source path: `.raw/SolidElement/` - Composite source hash recorded in `.raw/.manifest.json`. - The note contains a few OCR/math transcription issues in the quadrature expressions, but the formulation sequence and element topology coverage are usable.