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An efficient tension stiffening model for nonlinear analysis of reinforced concrete members has been published by Stramandinoli and La Rovere (2008) where in the relationship (1) has been developed in function of the uncracked section ϵs1 and the full-cracked section of the member ϵs2.
An efficient tension stiffening model for nonlinear analysis of reinforced concrete members has been published by Stramandinoli et al. (2008) where the relationship (1) has been developed in function of the un-cracked section ε s 1 and the full-cracked section of the member ε s 2. ε s m = σ s r σ s 2 2 ε s 1 + 1 - σ s r σ s 2 2 ε s 2. (3).
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