Keywords: | cylindrical shell, loose filler, reinforcement, elastoplastic bending, stability, critical load, experiment.
|
The contact details of authors: | Bazhenov Valentin Georgievich
e-mail: bazhenov@mech.unn.ru,
Doctor of Physics and Mathematics, Professor, Chief Researcher, Research Institute of Mechanics, N.I. Lobachevsky State University of Nizhny Novgorod, Nizhny Novgorod, Russia.
Kibets Alexander Ivanovich
e-mail: kibec@mech.unn.ru, Doctor of Physics and Mathematics, Professor, Chief Researcher, Research Institute of Mechanics, N.I. Lobachevsky State University of Nizhny Novgorod, Nizhny Novgorod, Russia.
Petrov Mikhail Vasilyevich
e-mail: rimmapetrova20@gmail.com, Doctor of Technical Sciences, Associate Professor of the Department of Building Structures, Professor of I.N. Ulyanov Chuvash State University, Cheboksary, Russia.
Fedorova Tatyana Georgievna
e-mail: tanusha2884@mail.ru, Cand.Tech.Sci., the senior lecturer of faculty of building designs
I.N. Ulyanov Chuvash State University, Cheboksary, Russia.
Gonik Ekaterina Grigoryevna
e-mail: katya.gonik@mail.ru, Senior Lecturer of the Department of Building Structures I.N. Ulyanov Chuvash State University, Cheboksary, Russia.
|