A Finite Element Model to Evaluate Airport Flexible Pavements Response under Impact

Author:

Buonsanti Michele1,Leonardi Giovanni2ORCID

Affiliation:

1. University of Reggio Calabria

2. MECMAT University of Reggio Calabria

Abstract

This paper using finite elements (FE) an approach to determine the contact stresses in a flexible pavement under landing aircraft loads is presented. The proposed 3-Dimensional model simulates the behaviour of flexible runway pavements during the landing phase. A study on the impact of a rubber solid on the free surface of a granular plate is presented, simulating an aircraft gear system landing on with a flexible surface. This study is performed considering two tires on the structural pavement, with the real loads applied directly on the two wheels of the gear system. The application takes in account the frictional phenomena developed between rubber solid and the surface of the pavement during the lockwire.

Publisher

Trans Tech Publications, Ltd.

Reference19 articles.

1. D. Johnson, B. Sukumaran, Y. Mehta, and M. Willis, Three dimensional finite element analysis of flexible pavements to assess the effects of wander and wheel configuration, in: FAA Worldwide Airport Technology Transfer Conference, Atlantic City, New Jersey, USA, (2007).

2. I.L. Al-Qadi, M. Elseifi, and P.J. Yoo, In-situ validation of mechanistic pavement finite element modeling, in: 2nd International Conference on Accelerated Pavement Testing, Minneapolis, (2004).

3. S. Zaghloul, and T. White, Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement, in: Transportation Research Record, pp.60-60, (1993).

4. S. Zaghloul, Non-linear dynamic analysis of flexible and rigid pavements, in: ETD Collection for Purdue University, (1993).

5. E. Taciroglu, Constitutive modeling of the resilient response of granular solids, University of Illinois, (1995).

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