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whereas the normal strains in the l-t co-ordinate are needed in the material
law of the reinforcing bars.
Figure 7.5 Stress-strain relationship for softened concrete
7.3.4 Material laws
The stress and strain of concrete in the d-direction is assumed to obey the
following material law proposed by Vecchio and Collins (1981) for the
softened concrete
(7.8a)
 
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