Investigation of the stress-strain state of unit joining walls to the bottom vertical cylindrical tanks for different types of finite element model
Abstract: The article describes the investigation of the stress-strain state of unit joining walls to the bottom vertical cylindrical tank of 50 thousand m3. Research has been carried out for the tank with a wall on a rigid base. The relevant of stress-strain state of unit joining walls to the bottom vertical cylindrical tanks for different types of finite element model on a rigid base has been analyzed. Features of the unit joining walls to the bottom should include the effect of various loads: static, dynamic, cyclic, corresponding to normal operation. The load on the pressure of the liquid has taken by appropriate normal operation. The main results of numerical studies and get a picture of the stress-strain state of unit joining walls to the bottom vertical cylindrical tank of 50 thousand m3 for different types of finite element model have been presented and analyzedd.
Keywords: a tank with single wall, unit joining walls to the bottom, stress-strain state, edge effect, numerical studies.
Pages: 159-167.
For citation: Mushchanov, V. F.; Romensky, D. I.; Garanzha, I. M. Investigation of the stress-strain state of unit joining walls to the bottom vertical cylindrical tanks for different types of finite element model. – Text : electronic. – In: Metal Constructions. – 2014. – Vol. 20, N 3. – Р. 159-167. – URL: https://donnasa.ru/publish_house/journals/mk/2014-3/03_mushchanov_romensky_garanzha.pdf (date of access: 21.11.2024). – ISSN 1993-3517.
Vol. 20, N 3 (2014)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture