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CALCULATION DEFLEXION OF AIRFIELD PAVEMENT TAKING INTO ACCOUNT SIZE OF IMPRINT OF AIRTIRE

Abstract

The article describes the calculation of deflections fibercrete pavement of the airfield from the wheels of main landing gear of a Boeing 747-400. We study the solutions of the basic model of rigid airfield pavement in the form of an infinite plate on an elastic foundation and the analysis of the obtained results for different views of the moving load of the wheel. As an example, the considered movement model fibercrete pavement the loads from the wheels of the aircraft in the form of concentrated force and distributed on a rectangular imprint.

About the Authors

Vladimir V. Tatarinov
MADI
Russian Federation
Ph. D., professor


Andrey V. Fomin
MADI
Russian Federation
Ph. D., associate professor


References

1. Aerodromy, SP 121.13330.2012. Aerodromy. Aktualizirovannaya redaktsiya SNiP 32-03-96 (Aerodromy JV 121.13330.2012. The staticized edition Construction Norms and Regulations 32-03-96), Moscow, FAU FCT, 2012, 98 p.

2. Tatatrinov V.V., Nguen Van Khieu. Vestnik MADI, 2016, no. 3 (46), pp. 98–103.

3. Livesley R.K. Some Notes On The Mathematical Theory Of A Loaded Elastic Plate Resting On An Elastic Foundation, Department of Mathematics, The University, Manchester, 1951, pp. 32–44.

4. Goloskokov D.P. Uravneniya matematicheskoy fiziki. Reshenie zadach v sisteme Maple (Equations of mathematical physics. The decision in Maple system tasks), St. Peterburg, Piter, 2004, 539 p.


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ISSN 2409-7217 (Online)