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Updated: Jun 8, 2026

Finite Element Modeling for the Simulation of the Quasi-Static Compression of Corrugated Tapered Tubes
Published on: January 6, 2023
Scaling behavior in non-Hookean compression of thin-walled structures.
T Tallinen1, J Ojajärvi, J A Aström
1Department of Physics, University of Jyväskylä, P.O. Box 35, FI-40014 Jyväskylä, Finland.
Thin-walled box compression exhibits three distinct regimes: linear, wrinkled, and collapsed. These behaviors are governed by generic scaling laws, confirmed by numerical simulations for structural mechanics analysis.
Area of Science:
- Structural mechanics
- Materials science
- Mechanical engineering
Background:
- Thin-walled structures are crucial in engineering applications.
- Understanding their stability under compression is vital.
- Box structures exhibit unique deformation patterns compared to shells.
Purpose of the Study:
- To investigate the mechanics and stability of thin-walled box structures under vertical compression.
- To identify and describe the distinct deformation regimes.
- To establish generic scaling laws for predicting structural behavior.
Main Methods:
- Theoretical analysis using generic scaling laws.
- Numerical simulations to validate theoretical models.
- Comparison with established models for thin-film blisters and membrane crumpling.
Main Results:
- Identified three successive compression regimes: linear (Hookean), wrinkled, and collapsed.
- Demonstrated that the wrinkled regime is analogous to thin-film blister compression.
- Characterized the final collapsed regime as membrane crumpling.
- Confirmed theoretical scaling laws through numerical simulations.
Conclusions:
- Compression of thin-walled boxes follows predictable scaling laws across different regimes.
- The study provides a framework for analyzing the stability and deformation of box structures.
- Findings are applicable to the design and analysis of thin-walled components in various engineering fields.
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