57 lines
2.5 KiB
Markdown
57 lines
2.5 KiB
Markdown
---
|
|
type: concept
|
|
title: "Shell Locking Phenomenon"
|
|
complexity: advanced
|
|
domain: computational-mechanics
|
|
aliases:
|
|
- shell locking
|
|
- locking phenomenon
|
|
- membrane locking
|
|
- shear locking
|
|
created: 2026-05-28
|
|
updated: 2026-05-28
|
|
address: c-000045
|
|
tags:
|
|
- concept
|
|
- finite-element-method
|
|
- shell-elements
|
|
- locking
|
|
status: current
|
|
related:
|
|
- "[[On-the-Finite-Element-Analysis-of-Shell-Structures]]"
|
|
- "[[Assumed Transverse Shear Strain Interpolation]]"
|
|
- "[[MITC4 Shell Element]]"
|
|
- "[[Displacement-Based Finite Element Formulation]]"
|
|
- "[[Shell Structure Asymptotic Behavior]]"
|
|
- "[[Uniform Optimal Convergence]]"
|
|
sources:
|
|
- "[[On-the-Finite-Element-Analysis-of-Shell-Structures]]"
|
|
---
|
|
|
|
# Shell Locking Phenomenon
|
|
|
|
## Definition
|
|
|
|
Shell locking is a thickness-dependent finite element error in which a shell element becomes artificially stiff as the shell becomes thin. It appears as underpredicted displacements, stresses, strains, and strain energy, and as poor convergence in thin-shell bending or mixed-dominated problems.
|
|
|
|
## How It Works
|
|
|
|
The source connects locking to [[Shell Structure Asymptotic Behavior]]. Displacement-based shell elements may fail to approximate the pure bending displacement space of the [[Basic Shell Mathematical Model]]. The result is parasitic membrane or transverse shear strain in states that should be nearly strain-free in those modes.
|
|
|
|
The paper distinguishes membrane locking from shear locking. Membrane locking appears in curved shells, while transverse shear locking can appear regardless of curvature when the interpolation cannot represent the thin-shell bending constraint.
|
|
|
|
## Remedies
|
|
|
|
Common remedies include reduced integration, incompatible or non-conforming modes, ANS, EAS, and MITC-style mixed interpolation. The source treats MITC as a particularly effective family because it interpolates selected tensorial strain components at tying points while trying to retain consistency and ellipticity.
|
|
|
|
## Connections
|
|
|
|
- [[Assumed Transverse Shear Strain Interpolation]] is the targeted shear-locking remedy used in the four-node shell thread.
|
|
- [[MITC4 Shell Element]] is the practical low-order shell element thread that uses mixed interpolation to control locking.
|
|
- [[Uniform Optimal Convergence]] is the desired behavior after locking has been controlled.
|
|
- [[Shell Element Benchmark Testing]] describes how locking should be exposed using convergence curves and thickness variation.
|
|
|
|
## Sources
|
|
|
|
- [[On-the-Finite-Element-Analysis-of-Shell-Structures]]
|