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Published on: January 6, 2023
Load Transfer Theoretical Analysis of a Rigid Aircraft Pavement Contraction Joint Using a Novel Approach for Crack
1School of Science, Technology and Engineering, University of the Sunshine Coast, Sippy Downs, QLD 4556, Australia.
Contraction joints in aircraft pavements are crucial for load transfer via aggregate interlock. This study found joint opening significantly impacts load transfer, suggesting a need for more realistic crack modeling in pavement design.
Area of Science:
- Civil Engineering
- Materials Science
- Geotechnical Engineering
Background:
- Contraction joints in rigid aircraft pavements are essential for structural integrity.
- Aggregate interlock is the primary mechanism for load transfer across these un-doweled joints.
- Current modeling of aggregate interlock stiffness as a simple spring may not capture complex joint interactions.
Purpose of the Study:
- To investigate the influence of crack shape and joint opening on aggregate interlock stiffness.
- To develop a more accurate model for aggregate interlock load transfer in aircraft pavements.
- To assess the significance of various factors on load transfer values.
Main Methods:
- Characterizing crack shape using an idealized two-dimensional sinusoidal model.
- Employing finite element methods to analyze load transfer.
- Evaluating the impact of load, sublayer conditions, and crack geometry.
Main Results:
- Joint opening was identified as the most significant factor influencing aggregate interlock load transfer.
- The study quantified the relationship between crack shape, joint opening, and load transfer efficiency.
- Finite element analysis provided insights into the complex mechanics of aggregate interlock.
Conclusions:
- The idealized sinusoidal crack shape provides a novel approach to modeling aggregate interlock.
- Joint opening is a critical parameter that must be accurately considered in pavement design.
- Further validation with field data is recommended to confirm the model's applicability.
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