Construction of fundamental solution of {1,2}-approximation static equations of momentless stress state for transversely-isotropic plates

Authors

  • Игорь Петрович Боков A. N. Podgorny Institute of Mechanical Engineering Problems NAS of Ukraine Pozharsky str., 2/10, Kharkov, Ukraine, 61046, Ukraine https://orcid.org/0000-0002-9138-4120
  • Елена Александровна Стрельникова A. N. Podgorny Institute of Mechanical Engineering Problems NAS of Ukraine Pozharsky str., 2/10, Kharkov, Ukraine, 61046, Ukraine https://orcid.org/0000-0003-0707-7214
  • Наталья Сергеевна Бондаренко

DOI:

https://doi.org/10.15587/2313-8416.2016.76534

Keywords:

{1, 2}-approximation, fundamental solution, transversely-isotropic plates, static equations, momentless stress state

Abstract

The problem of static for transversely-isotropic plates, which are under the action of a concentrated force, was considered. Static equations of {1,2}-approximation obtained by decomposition of the desired functions in Fourier series in Legendre polynomials in relation to the thickness of the coordinates were used. These equations take into account all the components of the stress tensor, including the transverse shear and normal stresses. Numerical studies demonstrating the effect of elastic constants on the components of the stress-strain state of a transversely- isotropic plate were conducted

Author Biographies

Игорь Петрович Боков, A. N. Podgorny Institute of Mechanical Engineering Problems NAS of Ukraine Pozharsky str., 2/10, Kharkov, Ukraine, 61046

Postgraduate student

Department of Applied Mathematics and Mathematical Modeling

Елена Александровна Стрельникова, A. N. Podgorny Institute of Mechanical Engineering Problems NAS of Ukraine Pozharsky str., 2/10, Kharkov, Ukraine, 61046

Doctor of Technical Sciences, Professor, Senior Researcher

Department of Strength and Optimization

Наталья Сергеевна Бондаренко

Candidate of Physico-Mathematical Sciences

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Published

2016-09-01

Issue

Section

Technical Sciences