Modeling the service life of temporary airfield operational surfaces under multi-pass aircraft trafficking

• A coupled local-global modeling scheme was developed to predict failure in a EAF surfacing system. • FEA was conducted on EAF surfacing system brickwork configuration for aircraft strut loads. • Rate of subgrade deformation was coupled with FE models that captured joint damage in EAF system. • Variable amplitude cycle and damage accumulation algorithm yielded agreement with experiments. Expeditionary Airfield (EAF) surfacing systems are designed to create temporary aircraft operating surfaces. Modeling the service life of EAF surfacing systems including the matting system, aircraft, and subgrade, has historically proven difficult, exacerbated by variability between systems and the multitude of mechanisms that can constitute failure. The study presented herein outlines the development and implementation of a performance modeling approach that includes a multi-scale scheme that accounts for local characteristics of the connection points of the EAF matting system, coupled to the global characteristics of the matting array to predict cyclic passes to failure. Finite element studies were conducted for an EAF surfacing system brickwork configuration subjected to aircraft strut loads over varying California Bearing Ratio (CBR) subgrades to calibrate a transfer function to full-scale trafficking experiments. The proposed framework is then used to predict the rate of subgrade deformation for additional lay patterns, which successfully ranked the performance of each relative to full-scale trafficking experiments. An approach is proposed to couple the rate of subgrade deformation with local finite element models to capture increasing joint damage as permanent deformation accumulates, and supplemented by a variable amplitude cycle counting and damage accumulation algorithm that yields reasonable agreement with full-scale experiments while capturing the transition in failure mechanisms at higher CBR values. The results of the study presented herein captures the propensity for end connector and subgrade failure over a range of subgrade CBRs and shows promise for a broader performance framework that can be extended to other EAF surfacing systems, aircraft types, and specific matting lay patterns.

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Publication Details

Journal
Transportation Engineering
Published
2024-09-23
DOI
https://doi.org/10.1016/j.treng.2024.100276
Citations
1
Primary Topic
Material Properties and Applications
Type
article
Field-Weighted Citation Impact
1.47

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article

Modeling the service life of temporary airfield operational surfaces under multi-pass aircraft trafficking

Paul Allison, R.P. Kinser, J.B. Jordon, Abby Cisko et al.
1 citations
Transportation Engineering
Material Properties and Applications
1.47
article

Modeling the service life of temporary airfield operational surfaces under multi-pass aircraft trafficking

Paul Allison, R.P. Kinser, J.B. Jordon, Abby Cisko, Timothy W. Rushing, Mark E. Barkey
article en
1 citations

Abstract

• A coupled local-global modeling scheme was developed to predict failure in a EAF surfacing system. • FEA was conducted on EAF surfacing system brickwork configuration for aircraft strut loads. • Rate of subgrade deformation was coupled with FE models that captured joint damage in EAF system. • Variable amplitude cycle and damage accumulation algorithm yielded agreement with experiments. Expeditionary Airfield (EAF) surfacing systems are designed to create temporary aircraft operating surfaces. Modeling the service life of EAF surfacing systems including the matting system, aircraft, and subgrade, has historically proven difficult, exacerbated by variability between systems and the multitude of mechanisms that can constitute failure. The study presented herein outlines the development and implementation of a performance modeling approach that includes a multi-scale scheme that accounts for local characteristics of the connection points of the EAF matting system, coupled to the global characteristics of the matting array to predict cyclic passes to failure. Finite element studies were conducted for an EAF surfacing system brickwork configuration subjected to aircraft strut loads over varying California Bearing Ratio (CBR) subgrades to calibrate a transfer function to full-scale trafficking experiments. The proposed framework is then used to predict the rate of subgrade deformation for additional lay patterns, which successfully ranked the performance of each relative to full-scale trafficking experiments. An approach is proposed to couple the rate of subgrade deformation with local finite element models to capture increasing joint damage as permanent deformation accumulates, and supplemented by a variable amplitude cycle counting and damage accumulation algorithm that yields reasonable agreement with full-scale experiments while capturing the transition in failure mechanisms at higher CBR values. The results of the study presented herein captures the propensity for end connector and subgrade failure over a range of subgrade CBRs and shows promise for a broader performance framework that can be extended to other EAF surfacing systems, aircraft types, and specific matting lay patterns.

Transportation EngineeringVol. 18
University of Alabama (US), Center Point (US), Geotechnical and Structures Laboratory (US)
Engineer Research and Development Center
Gender equality, Decent work and economic growth
Openalex Percentile: Top 15%
Material Properties and Applications
1.47
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