Abstract
A coupled Euler-Lagrange solution approach is used to model the response of a buried reinforced concrete structure subjected to a close-in detonation of a high explosive charge. The coupling algorithm is discussed along with a set of benchmark calculations involving detonations in clay and sand.
Cite
CITATION STYLE
APA
Bessette, G. C. (2008). Modeling blast loading on buried reinforced concrete structures with Zapotec. Shock and Vibration, 15(2), 137–146. https://doi.org/10.1155/2008/719215
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