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Comparing near surface aircraft pavement responses calculated by finite element and layered elastic methods
Conference paper   Peer reviewed

Comparing near surface aircraft pavement responses calculated by finite element and layered elastic methods

Gregory W White and Warren Smith
Bearing Capacity of Roads, Railways and Airfields: Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields
International Conference on the Bearing Capacity of Roads, Railways and Airfields, 10th (Athens, Greece, 28-Jun-2017–30-Jun-2017)
CRC Press
2017
url
https://doi.org/10.1201/9781315100333-222View
Published Version

Abstract

Civil Engineering
Published Finite Element (FE) near surface aircraft pavement responses were compared to calculated Layered Elastic (LE) responses for equivalent pavement structures and loads. The FE models included realistic 3D tyre-pavement contact stresses, viscoelastic asphalt characterisation and stress dependent granular material modulus. In contrast the LE model assumed a circular tire-pavement contact area of uniform pressure and layered elastic material properties. Stress concentrations associated with tire ribs and 3D contact stresses resulted in significantly higher critical pavement responses for the FE solutions. These concentrated responses are suited to crack propagation studies, but average pavement response is more applicable to rutting and shoving distresses that occur over a larger area. The comparison between FE and LE pavement response was complicated by differences in published critical pavement response definition, location and orientation. Further work requires consistent pavement response calculation protocols over the whole tire-pavement contact area.

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