Экспериментальные исследования влияния зазоров во фланцевых соединениях на напряженно-деформированное состояние узла

Author:

Туснин А. Р.1ORCID,Платонова В. Д.1

Affiliation:

1. Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ)

Publisher

Moscow State University of Civil Engineering

Subject

General Medicine

Reference20 articles.

1. Kosenkova I.S., Egorov P.I. Comparative analysis of the coupling nodes of a steel beam with a column. Materials of the 57th student scientific and technical conference of the Engineering and Construction Institute of TOGU. 2017; 150-154. EDN YTGEUL. (rus.).

2. Dobrachev V.M., Vershinin D.S. New frame-parts engineering solutions for the steel frame of the building. News of Higher Educational Institutions. Construction. 2015; 7(679):5-17. EDN UKQJWH. (rus.).

3. Vershinin D.S., Shabanov E.A., Dobrachev V.M. Research of stress-deformed state of rigid units of steel frames of buildings with preliminary voltage on computer models. Innovations and Investments. 2020; 10:193-198. EDN XGFBME. (rus.).

4. Volodin M.V., Katushin V.V., Konin D.V., Olurombi A.R., Rychkov S.P. Standardization of requirements for the design and acceptance of flange connections on the basis of experimental data and calculations. Structural Mechanics and Analysis of Constructions. 2020; 1(288):62-73. EDN CBLPBA. (rus.).

5. Son M.P., Savich S.A., Zemlyanukhin A.D., Shestakov A.P. Mathematical modeling of flange connections in ANSYS software complex. International Research Journal. 2017; 6-3(60):164-167. DOI: 10.23670/IRJ.2017.60.081. EDN YTTIZJ. (rus.).

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