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Failure of underground concrete structures subjected to blast loadingsThe response and failure of two edges of free reinforced concrete slabs subjected to intermediate blast loadings are examined. The failure of the reinforced concrete structures is defined as a condition where actual separation or fracture of the reinforcing elements has occurred. Approximate theoretical methods using stationary and moving plastic hinge mechanisms with linearly varying and time dependent loadings are developed. Equations developed to predict deflection and failure of reinforced concrete beams are presented and compared with the experimental results.
Document ID
19800009034
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Ross, C. A.
(Florida Univ. Eglin AFB, FL, United States)
Nash, P. T.
(Florida Univ. Eglin AFB, FL, United States)
Griner, G. R.
(Florida Univ. Eglin AFB, FL, United States)
Date Acquired
August 10, 2013
Publication Date
September 1, 1979
Publication Information
Publication: Shock and Vibration Inform. Center The Shock and Vibration Bull., Pt. 3
Subject Category
Engineering (General)
Accession Number
80N17294
Funding Number(s)
CONTRACT_GRANT: AF-AFOSR-3592-78
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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