Chapter
Apr 26, 2012

Restraint Efficacy Analysis and Structure Optimization for the Design of Airplane Metal Chocks

Publication: ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management

Abstract

The restraint failure of airplane wheel chocks is one of the most important reasons for accidental airplane movements and the ground accidents in civil aviation. The calculation formula of wind lift force on airplanes is set up according to the running time-speed-load test data of a B737-800 on the ground. The finite element mechanical radial tire model is set up based on the Mooney-Rivlin constructive model according to the outline deformation test data of airplane tires under different loads. The restraint efficacy and failure modes of statically indeterminate chocks are studied by ANSYS based on the chocks' working conditions, and the new parameter of pushing coefficient is put forward to evaluate the restraint efficacy. In the end, an optimized design scheme is presented for B737-800 metal chocks. The numerical analysis shows that the optimized chock can better match the airplane tires under different loads and can exert more restraint efficacy.

Get full access to this article

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to ICCTP 2009
ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Pages: 1 - 7

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

College of Civil Aviation, Nanjing University of Aeronautics and Astronautics, 29 Yudao Street, Nanjing, Jiangsu Province, 210016, P.R. China. E-mail: [email protected]
College of Civil Aviation, Nanjing University of Aeronautics and Astronautics, 29 Yudao Street, Nanjing, Jiangsu Province, 210016, P.R. China. E-mail: [email protected]
Department of Safety Research, Center of Aviation Safety Technology of CAAC, 24 Jia Xibahe Beili, Chaoyang District, Beijing, 100028, P.R. China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share