Test-based equivalent-material method for collapse qualification of helically wound and layered cylindrical structures
Reliable qualification of collapse resistance is critical across pressurised cylindrical shells ranging from offshore risers and subsea cables to aerospace tanks and even biological ducts. Existing approaches either rely on costly hyperbaric chambers or oversimplified geometric models that neglect the forming-induced residual stresses and imperfections. Here, we propose a back-inferred equivalent-material method (EMM), which transforms a simple benchtop flat-plate compression test result into a nonlinear constitutive law that implicitly embeds cold work, residual stress, friction, and small-scale compliance. Embedding this equivalent law into a homogeneous finite-element model reproduces hydrostatic collapse without the need for full-scale testing. We demonstrate the method on flexible-pipe carcass layers and steel-strip reinforced thermoplastic pipes, showing close agreement with explicit-geometry simulations and hyperbaric measurements. More broadly, the geometry-agnostic formulation enables rapid, low-cost, and physically faithful qualification across diverse layered shells, offering a general route to replace hyperbaric testing in industries spanning energy, aerospace, and biomedical engineering. Yuteng Zhang and colleagues propose a back-inferred equivalent material method for collapse qualification of helically wound and layered cylindrical structures. The framework infers a material law from radial compression test to predict critical collapse pressure without full-scale hydrostatic testing.
Authors
- Liang Zhao (ORCID: https://orcid.org/0000-0002-1568-990X)
- Y ZHANG (ORCID: https://orcid.org/0009-0004-8391-738X)
- Mohsen Saneian (ORCID: https://orcid.org/0009-0008-1845-5560)
- Cheng Peng (ORCID: https://orcid.org/0000-0001-6233-6974)
- Yong Bai
- Pan Fang
Institutions
- Zhejiang University (CN)
Publication Details
- Journal
- Communications Engineering
- Published
- 2026-06-16
- DOI
- https://doi.org/10.1038/s44172-026-00699-0
- Primary Topic
- Structural Integrity and Reliability Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00