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Structural response to detonation loading in 90-degree bend

Liang, Z. and Shepherd, J. E. (2009) Structural response to detonation loading in 90-degree bend. In: Shock Waves. 26th International Symposium on Shock Waves. Vol.1. Springer , pp. 383-388. ISBN 978-3-540-85167-7. https://resolver.caltech.edu/CaltechAUTHORS:20100507-084110753

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Abstract

The structural response due to detonation propagation through a 90-degree bend in a circular tube was experimentally examined. Hoop strain measurements were obtained at key locations along the tube to measure elastic deformation. Dynamic pressure signals at the same locations were also recorded to track the detonation wave and record the peak pressure. Of particular interest are the effects of the bend on the magnitude of the pressure and strain in the material when compared to the straight tubes. These geometrical effects are due to the excitation of multiple modes: a short period detonation driven mode and longer period bending modes within the structure not seen in the straight tubes. The excitation of these bending modes serves to increase the maximum strain observed, which translates to greater hazards for industrial piping systems.


Item Type:Book Section
Related URLs:
URLURL TypeDescription
http://dx.doi.org/10.1007/978-3-540-85168-4_61DOIArticle
https://rdcu.be/b3Yj6PublisherFree ReadCube access
ORCID:
AuthorORCID
Shepherd, J. E.0000-0003-3181-9310
Additional Information:© 2009 Springer.
Group:GALCIT
Series Name:26th International Symposium on Shock Waves
Record Number:CaltechAUTHORS:20100507-084110753
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20100507-084110753
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:18176
Collection:CaltechAUTHORS
Deposited By: Tony Diaz
Deposited On:11 May 2010 16:13
Last Modified:05 May 2020 20:13

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