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Discussion of "Simplified Model of Low Cycle Fatigue for RC Frames"
Carnicero, Alberto and Perera Velamazán, Ricardo and Alarcón Álvarez, Enrique
Discussion of "Simplified Model of Low Cycle Fatigue for RC Frames".
"Journal of Structural Engineering", v. 125
To model strength degradation due to low cycle fatigue, at
least three different approaches can be considered. One possibility is based on the formulation of a new free energy function and damage energy release rate, as was proposed by Ju(1989). The second approach uses the notion of bounding surface introduced in cyclic plasticity by Dafalias and Popov (1975). From this concept, some models have been proposed to quantify damage in concrete or RC (Suaris et al. 1990). The model proposed by the author to include fatigue effects is based essentially in Marigo (1985) and can be included in this approach.
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