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- W4366443120 abstract "While modelling structural elements using the fibre-based section discretization method, the constitutive model used to represent the hysteretic behaviour of reinforcing steel typically plays a significant role in controlling the structural response. Therefore, a computationally efficient numerical model of reinforcing steel with best possible precision is crucial for the analysis and assessment of these structures under cyclic loads, including earthquake loads. Bridge piers play a key role in dissipating the energy introduced by the earthquake loads to the bearing structures by means of inelastic deformation mechanisms and, hence, these elements require modelling with highest possible precision. Various damage mechanisms of reinforced concrete (RC) bridge piers such as longitudinal bar buckling, bar fracturing and bond-slip or strain penetration are to be modelled intricately to reproduce the realistic behaviour of the structure. To capture these effects, use of different material models aggregated with the steel material model is required, each of which demands a large number of material input data. In this study, an attempt has been made to model RC bridge piers considering a simpler yet efficient material model that can capture the experimental responses with sufficient precision. Experimental responses from past studies are utilized to numerically calibrate the responses of RC bridge piers using a generic hysteretic material termed as uniaxialMaterial Hysteretic available in OpenSees to model the reinforcements. It is found that this material model not only captures the experimental response with appreciable precision, it also overcomes many of the deficiencies of other steel material models available in OpenSees in predicting the cyclic response of the bridge piers." @default.
- W4366443120 created "2023-04-21" @default.
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- W4366443120 date "2023-01-01" @default.
- W4366443120 modified "2023-09-26" @default.
- W4366443120 title "A Simplistic Approach for Calibrating Experimental Cyclic Responses of RC Bridge Piers" @default.
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- W4366443120 doi "https://doi.org/10.1007/978-3-031-30125-4_11" @default.
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