Terminal Collapse: A Structural Criterion for Non-Recoverable System Loss

This paper introduces Terminal Collapse within the Paton System as a structural criterion for non-recoverable system loss. Building on Post-Collapse Dynamics and System Re-Entry the framework defines terminal collapse as the condition in which no admissible restoration of the original system is possible and no structurally related admissible successor can be formed from any reachable post-collapse configuration. The paper distinguishes terminal collapse from recoverable collapse transformational collapse and temporary inadmissibility. It establishes terminal collapse as a structural property arising from constraint violation loss of admissible trajectories and breakdown of structural continuity. This provides a domain independent method for identifying final system loss without modifying underlying governing equations.

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Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2026-03-22
DOI
https://doi.org/10.5281/zenodo.19159300
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Terminal Collapse: A Structural Criterion for Non-Recoverable System Loss

Andrew John Paton
Zenodo (CERN European Organization for Nuclear Research)
Structural Response to Dynamic Loads
article

Terminal Collapse: A Structural Criterion for Non-Recoverable System Loss

Andrew John Paton
article en

Abstract

This paper introduces Terminal Collapse within the Paton System as a structural criterion for non-recoverable system loss. Building on Post-Collapse Dynamics and System Re-Entry the framework defines terminal collapse as the condition in which no admissible restoration of the original system is possible and no structurally related admissible successor can be formed from any reachable post-collapse configuration. The paper distinguishes terminal collapse from recoverable collapse transformational collapse and temporary inadmissibility. It establishes terminal collapse as a structural property arising from constraint violation loss of admissible trajectories and breakdown of structural continuity. This provides a domain independent method for identifying final system loss without modifying underlying governing equations.

Zenodo (CERN European Organization for Nuclear Research)
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Structural Response to Dynamic Loads
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