![]() |
[email protected] |
![]() |
3275638434 |
![]() |
![]() |
| Paper Publishing WeChat |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Machine Recognition of Elastoplastic Materials in Material Genetics
P. A. Belov¹, N. Ya. Golovina² and Elliot Weiss³
Full-Text PDF
XML 68 Views
DOI:10.17265/1934-7359/2026.10.001
1. Institute of Applied Mechanics of the Russian Academy of Sciences, Moscow 125040, Russia 2. Industrial University of Tyumen (IUT), Surgut Branch, Surgut 628400, Tyumen Region, Russia 3. Independent Researcher, USA
The studies [12, 13] separated two levels of material identification: Geometry
Builder determines the morphology and the localC0
/C1
/C2
class
structure of the deformation curve, whereas Material Builder solves the first
physical inverse problem for a fixed architecture. The present work combines
these levels into a machine-recognition problem in which the architecture and
the observable physical passport are mutually dependent variables. The main
theoretical result is a finite-dimensional reduction of the physically
generalized Reinsch principle for an irreversible material. After the solution
is represented in the genetic basis, the reversible integrals and antisymmetric
Pfaffian channels are analytically integrated with respect to strain and
condensed into segment matrices. The resulting target form is analogous to the
Ritz method in its finite-dimensional reduction mechanism, but differs in the
underlying principle: stationarity of a nonintegrable variational Pfaffian form
is required instead of stationarity of potential energy. At each step of the
deterministic genealogy, the point of maximum absolute defect specifies the
reproduction location, while the profiled Ritz-Reinsch form selects the
physically preferable admissible pair of offspring classes after closure of the
observable Material Passport. For a prescribed experimental resolutionδ
, the recognition result is the first
genealogical state satisfyingERMS
≤δ
andE∞
≤δ
. The resulting model is therefore not claimed
to be the global minimum among all conceivable partitions; it is the
least-complex experimentally admissible state of the deterministic Recognition
genealogy.
Material genetics, machine recognition, morphology, model architecture, first inverse problem, approximation spline, Material Passport, generalized Reinsch principle, Pfaffian form, design of experiments, Geometry Builder, Material Builder.
P. A. Belov , N. Ya. Golovina and Elliot Weiss . (2026). Machine Recognition of Elastoplastic Materials in Material Genetics, October 2026, Vol. 20, No. 10, 417-436.
[1] Legendre, A.-M. 1805. Nouvelles méthodes pour la détermination des orbites des comètes. Paris: Firmin Didot.
[2] Runge, C. 1901. “Über empirische Funktionen und die Interpolation zwischen äquidistanten Ordinaten.” Zeitschrift für Mathematik und Physik 46: 224-43.
[3] Sobolev, S. L. 1938. “On a Theorem of Functional Analysis.” Matematicheskii Sbornik 4 (46) (3): 471-97.
[4] Schoenberg, I. J. 1964. “Spline Functions and the Problem of Graduation.” Proceedings of the National Academy of Sciences of the United States of America 52 (4): 947-50. doi:10.1073/pnas.52.4.947.
[5] Reinsch, C. H. 1967. “Smoothing by Spline Functions.” Numerische Mathematik 10 (3): 177-83. doi:10.1007/BF02162161.
[6] Fisher, R. A. 1935. The Design of Experiments. Edinburgh: Oliver and Boyd.
[7] Douglas, D. H., and Peucker, T. K. 1973. “Algorithms for the Reduction of the Number of Points Required to Represent a Digitized Line or Its Caricature.” The Canadian Cartographer 10 (2): 112-22. doi:10.3138/FM57-6770-U75U-7727.
[8] Belov, P. A. 2026. “Foundations of the Genetics of Elastoplastic Materials.” Journal of Civil Engineering and Architecture 20: 129-46. doi:10.17265/1934-7359/2026.04.001.
[9] Belov, P. A., and Golovina, N. Ya. 2026. “Structural Theory of Elastoplastic Material Models.” Journal of Civil Engineering and Architecture 20: 281-91. doi:10.17265/1934-7359/2026.07.003.
[10] Belov, P. A., and Weiss, E. 2026. “Direct and First Inverse Problems of Genetic Identification of Materials at a Fixed Smoothness Class.” Journal of Civil Engineering and Architecture 20: 322-39. doi:10.17265/1934-7359/2026.08.002.
[11] Belov, P. A., and Weiss, E. 2026. “The Second Inverse Problem of Genetic Identification of Materials: Selection of the Optimal Model Architecture.” Journal of Civil Engineering and Architecture 20: 347-58. doi:10.17265/1934-7359/2026.08.004.
[12] Belov, P. A., Golovina, N. Ya., and Weiss, E. 2026. “Morphology of the Deformation Curve of Elastoplastic Materials.” Journal of Civil Engineering and Architecture 20: 385-99. doi:10.17265/1934-7359/2026.09.003.
[13] Belov, P. A., Golovina, N. Ya., and Weiss, E. 2026. “Physical Property Passport in the Genetics of Elastoplastic Materials.” Journal of Civil Engineering and Architecture 20: 400-16. doi:10.17265/1934-7359/2026.09.004.
[14] Ritz, W. 1909. “Über eine neue Methode zur Lösung gewisser Variationsprobleme der mathematischen Physik.” Journal für die reine und angewandte Mathematik 135: 1-61. doi:10.1515/crll.1909.135.1.




