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- W2340289908 abstract "A new constitutive model for the representation of the seismic behaviour of steel bars including hardening phenomena is presented. The model takes into account relative slip between bars and concrete, necessary for the estimation of the structural behaviour of r.c. elements and of the level of strain induced by earthquakes on bars. The present work provides the analytical formulation of the post-yielding behaviour of reinforcements, resulting in a continuous axial stress-slip relationship to be implemented in engineering software. The efficacy of the model is proved through the application to a cantilever column, for whose bars the constitutive law is derived." @default.
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- W2340289908 date "2015-09-25" @default.
- W2340289908 modified "2023-09-27" @default.
- W2340289908 title "Hardening slip model for reinforcing steel bars" @default.
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- W2340289908 doi "https://doi.org/10.12989/eas.2015.9.3.503" @default.
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