Evaluation of the possibility of helicopter landing and takeoff from ice and marsh surfaces


Аuthors

Orekhov A. *, Orekhov K. A.**, Pavilaynen G. V.***, Tregulov N. D.****

St.-Petersburg State University, 7/9, Universitetskaya nab., Saint Petersburg, 199034, Russia

*e-mail: a.orekhov@spbu.ru
**e-mail: orekonan@vk.com
***e-mail: g.pavilaynen@spbu.ru
****e-mail: mailto:4st077176@student.spbu.ru

Abstract

The article considers the problem of hydrostatics during bending of a thick ice plate on an elastic foundation in the case of a concentrated vertical load, simulating the landing and takeoff of helicopters, and calculation of the required ice thickness suitable for landing. In our opinion, helicopter landing and takeoff from ice field are emergencies, until sufficient experiments on location and theoretical studies about ice floe bending are conducted. For helicopter pads studies, ice considers as a floating plate or beam. Тhis problem is similar with the classical Hertz problem on the bending of a thin circular plate with a concentrated vertical load at the center of its upper surface A comparison is made between a phenomenological model on the basis of experimental data constructed and a mathematical model on the finite element method based and implemented in the ANSYS software package. The problem of bending an ice plate solves in two formulations. First, the problem solves for a rigidly fixed plate. Then, the problem solves for a plate on an elastic foundation. The elastic foundation consider as the presence of water under the ice. An influence of water and its reinforcing effect assesses. Mathematical modeling and calculation using the finite element method carries out for two load cases. First, a plate loaded in the center investigates. Then, a study carries out with a load at three points, which corresponds to the actual support of a helicopter on ice. A comparison make between a phenomenological model constructed on experimental data and a mathematical model based on the finite element method and implemented in the ANSYS software package. A qualitative match is of the results obtained.
The work carried at St. Petersburg State University with the support of the grant RFBR_a_2019-3 and with the participation of the Resource Computing Center of St. Petersburg State University.

Keywords:

flexural rigidity, strength, ice

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