Chapter
Apr 26, 2012
Dynamic Response of Rigid Airport Pavements under a Moving Aircraft Load with Variable Velocities
Authors: Changyong Cao [email protected], Yang Zhong, and Aimin Sun [email protected]Author Affiliations
Publication: International Conference on Transportation Engineering 2007
Abstract
The dynamic response of airport pavements subject to a moving aircraft load has been investigated in the paper. The airport pavement is modeled as a thin plate with all edges free resting on elastic foundation. The extended Kantorovich method is employed to reduce the governing partial differential equation of slab to ordinary differential equation through introducing free-free beam function, and the analytic solution of the problem is obtained by means of Duhamel's integral equation. Numerical calculations are preformed to illustrate the dynamic displacement response of pavements under moving loads. It is found that the velocity of moving load has significant effect on the dynamic behaviors of pavements while the acceleration of moving load has little effect on the dynamic response of pavements.
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© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Aerospace engineering
- Air transportation
- Aircraft and spacecraft
- Airport and airfield pavements
- Airports and airfields
- Concrete pavements
- Continuum mechanics
- Dynamic loads
- Dynamic response
- Dynamics (solid mechanics)
- Elastic foundations
- Engineering mechanics
- Foundations
- Geotechnical engineering
- Infrastructure
- Moving loads
- Pavements
- Solid mechanics
- Structural dynamics
- Transportation engineering
Authors
Affiliations
Department of Civil Engineering, Dalian University of Technology, Dalian, 116024, China. E-mail: [email protected]
Yang Zhong
Department of Civil Engineering, Dalian University of Technology, Dalian, 116024, China
Highway Administration Department of Dalian, Dalian, 116000, China. E-mail: [email protected]
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