Stainless reinforcement is desirably corrosion-resistant, making structures safe, reliable and durable. In this paper, the constitutive model of stainless steel rebar including nonlinear buckling was presented. Consisting of four hardening rules such as kinematic rule, isotropic rule, saturation rule and memory rule, the Monti-Nuti Model could adopt the Menegotto-Pinto backbone curve to simulate accurately the monotonie and cyclic behaviour of the stainless reinforcing steel including buckling. Comparisons between the numerical results and experimental results were shown to demonstrate the validity.

Zhou, Z., Nuti, C., Lavorato, D. (2014). Modeling of the mechanical behavior of stainless reinforcing steel. In Proceedings of the 10th fib International PhD Symposium in Civil Engineering (pp.515-520). ;Local 5270 : Universite Laval.

Modeling of the mechanical behavior of stainless reinforcing steel

Nuti, Camillo;Lavorato, Davide
2014-01-01

Abstract

Stainless reinforcement is desirably corrosion-resistant, making structures safe, reliable and durable. In this paper, the constitutive model of stainless steel rebar including nonlinear buckling was presented. Consisting of four hardening rules such as kinematic rule, isotropic rule, saturation rule and memory rule, the Monti-Nuti Model could adopt the Menegotto-Pinto backbone curve to simulate accurately the monotonie and cyclic behaviour of the stainless reinforcing steel including buckling. Comparisons between the numerical results and experimental results were shown to demonstrate the validity.
2014
9782980676215
Zhou, Z., Nuti, C., Lavorato, D. (2014). Modeling of the mechanical behavior of stainless reinforcing steel. In Proceedings of the 10th fib International PhD Symposium in Civil Engineering (pp.515-520). ;Local 5270 : Universite Laval.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11590/342508
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