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- W1977940011 abstract "Abstract There are three schools of thought about the derivation of the yield criterion for under-reinforced concrete slabs. The first believes that the reinforcing bars are subjected to uniaxial tension and the bars retain their original direction. The Johansen[ 1 ] criterion is based on the above hypothesis. The second school believes that the reinforcing bars are subjected to uniaxial tension but the bars “kink”, in other words there is a significant change of the direction of the reinforcing bars. Kwiecinski[ 2 ] and Wood[ 3 ] base their criteria on the above hypothesis. The third school believes that the reinforcing bars are subjected to a combination of shear and axial stresses, and any slight reorientation of the bars at yield does not contribute to the strength of the slab element. The Prince[ 4 ] and the Authors' criteria are based on this hypothesis. This paper describes the theoretical derivation of a yield criterion based on the third school of thought. Subsequently an account will be published of experimental work which has been carried out on the behaviour of a single bar passing through an ideal and a “practical concrete” crack the results of which support the third school of thought." @default.
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- W1977940011 date "1973-12-01" @default.
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- W1977940011 title "Theoretical moments at yield in a reinforced concrete slab" @default.
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- W1977940011 doi "https://doi.org/10.1016/0007-3628(73)90021-2" @default.
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