Limit Design of Reinforced Concrete Slabsby Robert E. Crawford,
Serial Information: Journal of the Engineering Mechanics Division, 1964, Vol. 90, Issue 5, Pg. 321-342
Document Type: Journal Paper
Principles used in limit analysis of plates and slabs are introduced and reviewed briefly; application of these principles is illustrated by an example. The yield line theory is examined in terms of limit analysis and is shown to give an upper bound on the collapse load of a reinforced concrete slab. Similarly, the equilibrium theory is studied and shown to give a lower bound on the collapse load of a slab. Results of the application of these theories to the limit design of complex slabs are outlined.
Subject Headings: Reinforced concrete | Concrete slabs | Failure loads | Limit analysis | Structural failures | Plates | Material failures
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