64 lines
2.7 KiB
Markdown
64 lines
2.7 KiB
Markdown
---
|
|
type: concept
|
|
title: "Basic Shell Mathematical Model"
|
|
complexity: advanced
|
|
domain: computational-mechanics
|
|
aliases:
|
|
- basic shell model
|
|
- shell mathematical model
|
|
- degenerated shell mathematical model
|
|
created: 2026-05-28
|
|
updated: 2026-05-28
|
|
address: c-000043
|
|
tags:
|
|
- concept
|
|
- finite-element-method
|
|
- shell-elements
|
|
status: current
|
|
related:
|
|
- "[[On-the-Finite-Element-Analysis-of-Shell-Structures]]"
|
|
- "[[Continuum Mechanics Based Four-Node Shell Element]]"
|
|
- "[[MITC Shell Kinematics]]"
|
|
- "[[Displacement-Based Finite Element Formulation]]"
|
|
- "[[Shell Structure Asymptotic Behavior]]"
|
|
sources:
|
|
- "[[On-the-Finite-Element-Analysis-of-Shell-Structures]]"
|
|
source_refs:
|
|
- source: "[[On-the-Finite-Element-Analysis-of-Shell-Structures]]"
|
|
raw_path: ".raw/쉘구조물의유한요소해석에대하여/"
|
|
raw_files:
|
|
- "쉘구조물의유한요소해석에대하여_001.md"
|
|
- "쉘구조물의유한요소해석에대하여_002.md"
|
|
md_indices:
|
|
- 1
|
|
- 2
|
|
match: "heuristic-heading-keyword"
|
|
confidence: low
|
|
---
|
|
|
|
# Basic Shell Mathematical Model
|
|
|
|
## Definition
|
|
|
|
The basic shell mathematical model is a general shell model that represents bending, membrane, transverse shear, and their coupling through midsurface geometry and director-based kinematics.
|
|
|
|
## How It Works
|
|
|
|
The model defines a shell through a midsurface, thickness coordinate, covariant and contravariant base vectors, and a director normal to the midsurface. The displacement field is expressed as a midsurface displacement plus a through-thickness rotation term. From that kinematic description, the model derives strain terms and a variational equilibrium equation for the shell.
|
|
|
|
The paper emphasizes that this is the mathematical model underlying degenerated or continuum-mechanics-based shell finite elements. That makes it the bridge between three-dimensional continuum mechanics and practical shell elements such as [[Continuum Mechanics Based Four-Node Shell Element]] and [[MITC4 Shell Element]].
|
|
|
|
## Why It Matters
|
|
|
|
Shell FE errors cannot be diagnosed only at the mesh or solver level. If the analyst does not understand what shell mathematical model is being approximated, it is easy to misread a converged-looking result that is actually affected by locking or wrong asymptotic behavior.
|
|
|
|
## Connections
|
|
|
|
- [[MITC Shell Kinematics]] is a derivation-level implementation of director-vector shell kinematics.
|
|
- [[Shell Structure Asymptotic Behavior]] uses the shell model's bending and membrane energy terms to classify thin-shell limits.
|
|
- [[Shell Locking Phenomenon]] occurs when an element's interpolation space cannot approximate the relevant bending or membrane constraints of this model.
|
|
|
|
## Sources
|
|
|
|
- [[On-the-Finite-Element-Analysis-of-Shell-Structures]]
|