Structural Expression for Collapse Intensity

This paper presents a structural formulation for collapse intensity, derived from field behavior rather than classical mechanics. The relationship is defined by three intrinsic quantities: resistance to deformation (mu), persistence of identity (nu), and the tension between them (tau). The resulting expression, Σ = (mu × nu) / tau, describes the collapse output of a system as a scalar quantity dependent on internal conditions. The framework is independent of mass, force, or energy formalism and offers a general model for resolution across physical and geometric systems. No external citations are used. The structure and tone of the paper follow the classical style of early 20th-century theoretical physics.

Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2025-04-20
DOI
https://doi.org/10.5281/zenodo.15253469
Primary Topic
Structural Response to Dynamic Loads
Type
article
Field-Weighted Citation Impact
0.00
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article

Structural Expression for Collapse Intensity

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

Structural Expression for Collapse Intensity

article en

Abstract

This paper presents a structural formulation for collapse intensity, derived from field behavior rather than classical mechanics. The relationship is defined by three intrinsic quantities: resistance to deformation (mu), persistence of identity (nu), and the tension between them (tau). The resulting expression, Σ = (mu × nu) / tau, describes the collapse output of a system as a scalar quantity dependent on internal conditions. The framework is independent of mass, force, or energy formalism and offers a general model for resolution across physical and geometric systems. No external citations are used. The structure and tone of the paper follow the classical style of early 20th-century theoretical physics.

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