Determination of the Limit Bearing Capacity of the Butterfor by Strength
Abstract
A buttress with dimensions 1.0x1.0x3.0 m is considered, being in a volumetric stress-strain state (SSS). The material of the buttress is concrete of class B25 with standard compressive strength Rs = 14.5 MPa and standard tensile strength Rst = 1.05 MPa. The aim of the work is to compare the results of solving the problem according to our proposed methodology and using the software product PC Lira 10.11.
About the Authors
O. G. Novoselov
Naberezhnye Chelny Institute of Kazan (Volga region) Federal University
Russian Federation
Russian Federation
senior lecturer
K. E. Sibgatullin
Naberezhnye Chelny Institute of Kazan (Volga region) Federal University
Russian Federation
Russian Federation
candidate of technical Sciences, assistant professor
E. S. Sibgatullin
Naberezhnye Chelny Institute of Kazan (Volga region) Federal University
Russian Federation
Russian Federation
doctor of physical and mathematical Sciences
References
1. Сибгатуллин Э.С., Сибгатуллин К.Э., Новоселов О.Г. Предельное состояние объемных конечных элементов при трехосных напряженных состояниях - Научно-технический вестник Поволжья, №3, 2015. С.54-58.
2. Качанов Л.М. Основы теории пластичности - М.: Наука, 1969.–420 с.
3. Бухгольц Н.Н. Основной курс теоретической механики - М.: Наука, 1972. - 468 с.
4. Гениев Г.А. Прочность легких и ячеистых бетонов при сложных напряженных состояниях / Г.А. Гениев, В.Н. Киссюк, Н.И. Левин, Г.А. Никонова. – М.: Стройиздат, 1978. - 166 с.
Review
For citations:
Novoselov O.G., Sibgatullin K.E., Sibgatullin E.S. Determination of the Limit Bearing Capacity of the Butterfor by Strength. Social-economic and technical systems: research, design and optimization. 2022;(1):77-85. (In Russ.)
Views:
3
Email this article 