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DESIGNING AND DETAILING OF BUILDING SYSTEMS. MECHANICS IN CIVIL ENGINEERING

Solving the stability problem of compressed-bendablepinned rigid rods of variable rigidity

Vestnik MGSU 5/2015
  • Blyumin Semen L'vovich - Lipetsk State Technical University (LGTU) Doctor of Physical and Math- ematical Sciences, Professor, Department of Applied Mathematics, Lipetsk State Technical University (LGTU), 30 Moskovskaya str., Lipetsk, 398600, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Zverev Vitaliy Valentinovich - Lipetsk State Technical University (LGTU) Doctor of Technical Sciences, Professor, chair, De- partment of Metal Structures, Lipetsk State Technical University (LGTU), 30 Moskovskaya str., Lipetsk, 398600, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Sotnikova Irina Vladimirovna - Lipetsk State Technical University (LGTU) postgraduate student, Department of Metal Structures, Lipetsk State Technical University (LGTU), 30 Moskovskaya str., Lipetsk, 398600, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Sysoev Anton Sergeevich - Lipetsk State Technical University (LGTU) Candidate of Technical Sciences, Assistant Lecturer, Department of Applied Mathematics, Lipetsk State Technical University (LGTU), 30 Moskovskaya str., Lipetsk, 398600, Russian Federation; +7 (4742) 32-80-51; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 18-27

The problem connected with the stability of compressed-bendable rigid rods of variable rigidity (with the reduced rigidity in the centre) is formulated and solved. The system of transcendent equations with roots for critical load for a rod is founded out.

DOI: 10.22227/1997-0935.2015.5.18-27

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