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Rotational capacity of reinforced concrete beams
Use of all limit design theories to predict moment rotation relationships of structural members is discussed; investigation was carried out to improve on accuracy of methods for predicting moment-rotation relationships of reinforced concrete beams; tests on 40 beams are reported; results of these tests and of previous tests on 37 beams are analyzed; variables considered include size, beam width, reinforcement index, and binding by closed stirrups; method is proposed for computation of rotational capacity of hinging regions in reinforced concrete beams.
Rotational capacity of reinforced concrete beams
Use of all limit design theories to predict moment rotation relationships of structural members is discussed; investigation was carried out to improve on accuracy of methods for predicting moment-rotation relationships of reinforced concrete beams; tests on 40 beams are reported; results of these tests and of previous tests on 37 beams are analyzed; variables considered include size, beam width, reinforcement index, and binding by closed stirrups; method is proposed for computation of rotational capacity of hinging regions in reinforced concrete beams.
Rotational capacity of reinforced concrete beams
ASCE -- Proc (J Structural Div)
Corley, W.G. (author)
1966
26 pages
Article (Journal)
English
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