TECHNICAL PAPERS
Oct 1, 2005

Impact of the Boeing 767 Aircraft into the World Trade Center

Publication: Journal of Engineering Mechanics
Volume 131, Issue 10

Abstract

A numerical simulation of the aircraft impact into the exterior columns of the World Trade Center (WTC) was done using LS-DYNA. For simplification, the fuselage was modeled as a thin-walled cylinder, the wings were modeled as box beams with a fuel pocket, and the engines were represented as rigid cylinders. The exterior columns of the WTC were represented as box beams. Actual masses, material properties and dimensions of the Boeing 767 aircraft and the exterior columns of the WTC were used in this analysis. It was found that about 46% of the initial kinetic energy of the aircraft was used to damage columns. The minimum impact velocity of the aircraft to just penetrate the exterior columns would be 130ms . It was also found that a Boeing 767 traveling at top speed would not penetrate exterior columns of the WTC if the columns were thicker than 20mm .

Get full access to this article

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

Acknowledgement

The writers wish to thank Professor Tomasz Wierzbicki for bringing this idea to their attention and all his helpful discussions on the problem.

References

Bazant, Z. P., and Zhou, Y. (2001). “Why did world trade center collapse? Simple analysis.” Arch. Appl. Mech., 71(12), 802–806.
Bazant, Z. P., and Zhou, Y. (2002). “Why did the world trade center collapse? Simple analysis.” J. Eng. Mech., 128(1), 2–6.
Boeing (2003). “Boeing Aircraft Technology.” ⟨http://www.boeing.com/assocproducts/aircompat/acaps/7672sec2.pdf⟩ (December, 2003).
Federal Emergency Management Agency (FEMA) (2002). “World Trade Center building performance study.” ⟨http://www.fema.gov/library/wtcstudy.shtm⟩ (May, 2002).
General Electric Company (2004). “GE transportation aircraft engines, Model CF6–80C2.” ⟨http://www.geae.com/engines/commercial/cf6/cf6–80c2.html
Johnson, G. R., and Cook, W. H. (1985). “Fracture characteristics of three metals subjected to various strains, strain rates, temperatures and pressures.” Eng. Fract. Mech., 21(1), 31–48.
Kroo, I. (2005). “Aircraft design: Synthesis and analysis.” ⟨http://adg.stanford.edu/aa241/structures/wingweight.html⟩ (April 18, 2000).
Newland, D. E., and Cebon, D. (2002). “Could the world trade center have been modified to prevent its collapse?” J. Eng. Mech., 128(7), 795–800.
Quan, X., and Birnbaum, N. K. (2003). “A general numerical approach to model the impact and collapse of the WTC buildings.” Proc., Response of Structures to Extreme Loading (CD-Rom), Elsevier, Toronto.
Quintiere, J. G., Marzoa, M., and Becker, R. (2002). “A suggested cause of the fire-induced collapse of the World Trade Towers.” Fire Saf. J., 37, 707–716.
Usmani, A. S. (2003). “How did the WTC towers collapse: a new theory? Fire Saf. J., 38, 501–533.
Wierzbicki, T., and Teng, X. (2003). “How the airplane wing cut through the exterior columns of the World Trade Center. Int. J. Impact Eng., 28, 601–625.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 131Issue 10October 2005
Pages: 1066 - 1072

History

Received: Mar 30, 2004
Accepted: Dec 1, 2004
Published online: Oct 1, 2005
Published in print: Oct 2005

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Raimondo Betti

Authors

Affiliations

Mohammed R. Karim
Graduate Student, Dept. of Mechanical Engineering, The Univ. of Akron, Akron, OH 44325-3903.
Michelle S. Fatt [email protected]
Associate Professor, Dept. of Mechanical Engineering, The Univ. of Akron, Akron, OH 44325-3903 (corresponding author). 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.

Cited by

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 Article
$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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share