Application of dynamic information theory for research of structural formation in construction composites

Abstract

Models of building composite materials structure formation processes are considered in the article. It is shown that the composite satisfies the requirements for information systems at the initial stages of the life cycle - systems in which the transfer of micro information in the Brillouin sense to fixed macro information in the Kastler sense takes place. When moving from statistical to dynamic layer, the system selects the direction and nature of the emerging structure. The geometric and fractal characteristics of the composite structural ensembles are considered. It is shown that, for the ensembles considered as disordered systems, the fractal dimension can play the role of an order parameter. It is shown that, based on the concepts of the morphogenesis of composite materials and the theory of phase transitions, it is possible to take into account the effects of intra-ensemble and inter-ensemble interactions, the latter manifesting themselves in a critical period given by the physical-chemical solidification process. A model of spatial interaction in a network of structural ensembles is proposed due to the boundary matching of the fractal dimension. The possibility of constructing a theory of phase transitions in disordered systems and, in particular, building composites based on fractal dimension as an order parameter, is shown. The effective Hamiltonian and Ginsburg-Landau equation is written out for the objects under consideration.

Authors and Affiliations

I. V. , Dovgan, A. V. , Kolesnikov, S. V. , Semenova, M. P. , Dmitrenko

Keywords

Related Articles

Safe functioning of the product as a function of the structural variety of concrete

The purpose of the work is to increase resistance of concrete during the operation of building products in conditions of repeated freezing-thawing and wetting-drying. An important property of concrete is its ability to a...

Using of deformation-strength model at calculation of normal sections of concrete and reinforced concrete elements by the first group of limited states

This work spotlights the main dependences, conditions and hypotheses of reinforced concrete structures calculation by the first group of limited states, i. e. at determining the strength of the normal cross sections of t...

Increase of durability of expanded clay lightweight concretes for thin-walled hydraulic engineering and transport structures through the use of modifiers

Purpose of the work is to increase the durability and mechanical properties of expanded clay lightweight concrete for thin-walled hydraulic engineering and transport structures. To achieve the purpose modifiers were used...

Experimental basis of bored driven piles bearing capacity for construction of a multilevel residential complex in Odessa

In the construction of high-rise buildings in Odessa foundations of bored driven piles, which are fully or partially embedded in the limestone-shell rock are often used. There are difficulties in calculating such foundat...

calculation of non-homogeneous anisotropic rectangular plates with arbitrary fixation on the contur

For practical applications in engineering are important tables for determining deflections and internal forces of structures. Such tables for the isotropic case under various conditions of plate support on the contour ar...

Download PDF file
  • EP ID EP314876
  • DOI -
  • Views 178
  • Downloads 0

How To Cite

I. V. , Dovgan, A. V. , Kolesnikov, S. V. , Semenova, M. P. , Dmitrenko (2017). Application of dynamic information theory for research of structural formation in construction composites. Вісник Одеської державної академії будівництва та архітектури, 1(66), 59-65. https://europub.co.uk/articles/-A-314876