About systems of integral equations of logitudinally and transversely reinforced slabs with meromorphic symbol

Authors

  • Babeshko V.A. Kuban State University, Krasnodar, Russian Federation
  • Evdokimova O.V. Southern Scientific Center, Russian Academy of Science, Rostov-on-Don, Russian Federation
  • Babeshko O.M. Kuban State University, Krasnodar, Russian Federation

UDC

539.3

EDN

UMGWFT

Abstract

The problem of the study is a stress-strain state of the elastic layer reinforced on the surface with longitudinally and transversely arranged plates of finite width. Boundary problems for such a block structure have not previously been studied analytically due to the lack of the appropriate mathematical apparatus. In a number of works the object of study are the cases of reinforcement with longitudinally and transversely directed cylindrical armature. However, these problems have limited range of application: just as the building constructions, while the problems studied in this paper have a much wider range of applications. In particular in the study of underground structures’ strength, where for secure fastening longitudinally and transversely extended supports are necessary. It is the study with the defectoscopy method of the state of inaccessible lower support according to the characteristics of the upper support fields. It is of interest to study the behavior of such a block structure with different locations of armatures and their different mechanical characteristics. The question of the wave fields excited in such constructions also has not been studied yet. The study of such problems has been made possible thanks to the development by the authors of the solution method for integral equations’ systems with meromorphic symbol. The paper presents various settings of boundary problems for block structures representing linearly deformable layer having longitudinally and transversely located surface reinforcing elements modeled by heterogeneous plates in the form of different sized strips with different mechanical properties.

Keywords:

localization, stress-strain state, factorization, topology, boundary-value problems, differential equations, exterior forms

Funding information

Отдельные фрагменты работы выполнены при поддержке грантов РФФИ (14-08-00404, 13-01-12003-м, 13-01-96502, 13-01-96505, 13-01-96508, 13-01-96509, 15-01-01379, 15-08-01377), гранта Президента РФ НШ-1245.2014.1, Программы Президиума РАН № 3 и № 43.

Authors info

  • Vladimir A. Babeshko

    академик РАН, д-р физ.-мат. наук, зав. кафедрой математического моделирования Кубанского государственного университета, директор Научно-исследовательского центра прогнозирования и предупреждения геоэкологических и техногенных катастроф Кубанского государственного университета, заведующий лабораторией Южного федерального университета

  • Olga V. Evdokimova

    д-р физ.-мат. наук, главный научный сотрудник Южного научного центра РАН

  • Olga M. Babeshko

    д-р физ.-мат. наук, главный научный сотрудник Научно-исследовательского центра прогнозирования и предупреждения геоэкологических и техногенных катастроф Кубанского государственного университета

References

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Issue

Pages

5-13

Section

Article

Dates

Submitted

September 10, 2015

Accepted

September 16, 2015

Published

September 30, 2015

How to Cite

[1]
Babeshko, V.A., Evdokimova, O.V., Babeshko, O.M., About systems of integral equations of logitudinally and transversely reinforced slabs with meromorphic symbol. Ecological Bulletin of Research Centers of the Black Sea Economic Cooperation, 2015, № 3, pp. 5–13.

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