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Limit design of reinforced concrete beams
Analysis of elastic and inelastic behavior of simple, continuous, reinforced concrete beam; plastic deformations required for realization of ultimate load capacity are determined for both simple-plastic and strain-hardening behavior, and capacities for inelastic deformation in reinforced concrete beams are established; prediction of amount of plastic moment redistribution in given case of propped cantilever beam.
Limit design of reinforced concrete beams
Analysis of elastic and inelastic behavior of simple, continuous, reinforced concrete beam; plastic deformations required for realization of ultimate load capacity are determined for both simple-plastic and strain-hardening behavior, and capacities for inelastic deformation in reinforced concrete beams are established; prediction of amount of plastic moment redistribution in given case of propped cantilever beam.
Limit design of reinforced concrete beams
ASCE -- Proc (J Structural Div)
Wright, D.T. (Autor:in) / Berwanger, C. (Autor:in)
1960
36 pages
Aufsatz (Zeitschrift)
Englisch
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