Yield-Line Analysis of Rectangular Slabs with Doors,

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Abstract:

This paper presents several possible yield-line failure mechanisms and the corresponding equations for the ultimate flexural resistance of a slab with a door when subjected to a uniform pressure. The equations are limited to rectangular slabs with openings and are the beginning of an effort at the Naval Civil Engineering Laboratory to develop a comprehensive design procedure for rectangular slabs subjected to blast loads. Author

Author(s):
Wager, P. ; Berkenbile, S.
Author Organization(s):
NAVAL CIVIL ENGINEERING LAB PORT HUENEME CA
Supplementary Note:
This article is from 'Minutes of the Explosives Safety Seminar (21st) Held at Houston, Texas on 28-30 August 1984. Volume 2,' AD-A152 150, p1149-1164.
Pagination:
0016

Security Markings

DOCUMENT & CONTEXTUAL SUMMARY

Distribution:
Approved For Public Release

RECORD

Collection: TR
Subject Terms
Joint Capability Areas:
JCA_3.2_Engagement; JCA_3_Force Application; JCA_3.2.1_Kinetic Means
Communities of Interest:
No COI(s) Identified
Descriptor(s):
*EQUATIONS, *BLAST LOADS, *REINFORCEMENT(STRUCTURES), REINFORCED CONCRETE, FLEXURAL STRENGTH, COMPUTATIONS
Keyword(s):
Component Reports, *Yield line analysis, *Failure mechanisms, *Slabs
Report Date:
1984 Aug 01